Northampton County

Carries Crosses Location Design Status Year Built Year Recon. Span Len. Total Len. Condition Suff. Rating ID
NBI report
Bridgehunter
CANAL ROAD DELAWARE CANAL DIVERSION SOUTH OF RAUBSVILLE Concrete Arch - Deck -- -- -- 32.2 32.2 Fair 86.0 000000000028943
NBI report
Bridgehunter
CEDAR DRIVE INDIAN CREEK AT SR 4003 Masonry Arch - Deck (3 spans) -- 1826 -- 18.0 55.1 Poor 24.4 000000000028828
NBI report CANAL ROAD DELAWARE CANAL SOUTH OF RAUBSVILLE Prestressed Box beam or girders - Multiple -- 1832 1954 23.0 26.9 Poor 48.0 000000000028942
NBI report
Bridgehunter
GLASE ROAD HOKENDAUQUA CREEK 0.1 M. EAST OF SR 4007 Masonry Arch - Deck (3 spans) -- 1839 -- 24.0 79.1 Fair 79.0 000000000028855
NBI report
Bridgehunter
SR 2003 (LR 48007) FREYS RUN DURHAM ROAD Masonry Arch - Deck (3 spans) -- 1857 2013 15.1 44.9 Fair 80.2 000000000028707
NBI report
Bridgehunter
MEADOWS ROAD SAUCON CREEK JUST WEST OF PA 412 Masonry Arch - Deck (4 spans) -- 1858 -- 21.0 102.0 Poor 21.8 000000000028854
NBI report
Bridgehunter
SR 2019 (LR 48021) BUSHKILL CREEK 13TH STREET Masonry Arch - Deck (3 spans) -- 1886 1927 29.9 92.9 Fair 63.5 000000000028737
NBI report
Bridgehunter
SR 4020(LR 48059) BERTSCH CREEK MAPLE DR. @ BIRCH RD. Masonry Arch - Deck (3 spans) -- 1889 1933 12.1 42.0 Fair 69.7 000000000028792
NBI report
Bridgehunter
SR 2023 (LR 165) BUSHKILL CREEK NORTH THIRD STREET Masonry Arch - Deck (3 spans) -- 1894 -- 29.9 178.2 Poor 26.9 000000000028738
NBI report
Bridgehunter
SR 2006 (LR 48006) FREYS RUN RAUBSVILLE ROAD Masonry Arch - Deck (2 spans) -- 1896 -- 9.8 24.0 Poor 17.0 000000000028714
NBI report Northampton Street DELAWARE RIVER CITY OF EASTON Steel Truss - Thru (3 spans) -- 1896 2002 299.9 556.1 Fair 6.6 000000000028914
NBI report
Bridgehunter
CONN SR1004&CR620S DELAWARE River RIVERTON PA-BELVIDERE NJ Steel Truss - Thru (4 spans) -- 1904 2007 170.0 651.9 Good 43.0 000000000028847
NBI report
Bridgehunter
GLENDON HILL ROAD LEHIGH RIVER HUGH MOORE PARK - CANAL Steel Truss - Thru (3 spans) -- 1905 2012 119.1 357.0 Poor 42.2 000000000028912
NBI report
Bridgehunter
SR 611(LR 517) JACOBY CREEK PORTLAND Concrete Arch - Deck -- 1907 -- 27.9 43.0 Fair 86.0 000000000028638
NBI report
Bridgehunter
SHADY LANE ALLEGHENY CREEK N. OF HARTZELLS FERRY Concrete Arch - Deck -- 1908 -- 34.1 34.1 Fair 66.9 000000000028886
NBI report
Bridgehunter
TOMAHAWK TRAIL HOKENDAUQUA CREEK NW KREIDERSVILLE Concrete Arch - Deck -- 1909 -- 48.9 48.9 Fair 80.5 000000000028804
NBI report
Bridgehunter
PA 329 (LR 175) HOKENDAUQUA CREEK NORTHAMPTON BORO LINE Concrete Arch - Deck (2 spans) -- 1909 1982 63.0 126.0 Fair 58.5 000000000028590
NBI report
Bridgehunter
BROAD STREET MONOCACY CK, RR, CITY ST BROAD STREET Concrete Arch - Deck (5 spans) NR eligible 1909 2000 99.1 431.1 Fair 83.8 000000000028906
NBI report
Bridgehunter
ENGLER ROAD LITTLE BUSHKILL CREEK E. OF PA 191 Concrete Arch - Deck -- 1910 -- 49.9 51.8 Fair 77.9 000000000028863
NBI report
Bridgehunter
HIGH STREET NORFOLK (LINE LC0301) W OF PA 412 AT HELLERTOWN Wood Stringer/Multi-beam or girder (3 spans) Closed 1910 -- 30.8 67.9 Fair 8.0 000000000028900
NBI report
Bridgehunter
SLATEFORD ROAD SLATEFORD CREEK N. OF PORTLAND -SLATEFORD Concrete Frame -- 1910 -- 27.9 27.9 Fair 85.0 000000000028881
NBI report
Bridgehunter
STONE BRIDGE ROAD HOKENDAUQUA CREEK NEAR KREIDERSVILLE Masonry Arch - Deck (3 spans) -- 1910 -- 17.1 58.1 Poor 56.8 000000000028807
NBI report RASLEYTOWN ROAD LITTLE BUSHKILL CREEK RASELYTOWN Concrete Stringer/Multi-beam or girder -- 1910 1948 23.0 24.9 Poor 49.0 000000000028865
NBI report
Bridgehunter
HIGH ST LEHIGH CANAL + NORFORK 1 MILE EAST OF LR48010 Steel Truss - Thru Closed 1910 1949 126.0 137.1 Poor 19.4 000000000028923
NBI report
Bridgehunter
LITTLE CREEK ROAD LITTLE MARTINS CREEK 0.7 MILE NORTH OF PA 611 Concrete Arch - Deck -- 1911 -- 44.9 44.9 Fair 36.2 000000000028841
NBI report
Bridgehunter
NAGYS HILL ROAD MARTINS CREEK EAST OF SR 1015 Concrete Arch - Deck -- 1911 -- 43.0 43.0 Fair 85.5 000000000028892
NBI report
Bridgehunter
RICHARD GARR ROAD MUD RUN 0.5 M. NORTH OF SR 1002 Concrete Arch - Deck -- 1911 -- 32.2 34.1 Fair 80.0 000000000028833
NBI report SR 1015 (LR 165) MARTINS CREEK S.MAIN STREET Steel Stringer/Multi-beam or girder -- 1911 -- 29.9 35.1 Poor 53.9 000000000028678
NBI report SR 512 (LR 165) MARTINS CREEK MARKET STREET Concrete Stringer/Multi-beam or girder -- 1911 -- 30.8 36.1 Fair 65.5 000000000028613
NBI report
Bridgehunter
WALKER ROAD HOKENDAUQUA CREEK WEST OF SR 4005 Concrete Arch - Deck -- 1911 -- 47.9 47.9 Fair 77.0 000000000028858
NBI report SR 1015(LR 165) MARTINS CREEK BROADWAY Prestressed Box beam or girders - Multiple -- 1911 1989 34.1 36.1 Fair 65.8 000000000028679
NBI report
Bridgehunter
MACADA ROAD MONOCACY CREEK W. OF SR 3011 (CENTER ST) Masonry Arch - Deck (4 spans) -- 1911 2014 24.9 137.1 Fair 57.0 000000000028910
NBI report
Bridgehunter
DR.GEO.S.SMITH BRG LEHIGH RIVER DR.GEORGE S. SMITH BRIDGE Concrete Arch - Deck (3 spans) -- 1912 1991 100.1 299.9 Fair 70.0 000000000028626
NBI report KRESSMAN ROAD FREYS RUN CREEK 0.3 MILE WEST OF PA 611 Concrete Slab -- 1913 -- 29.9 32.2 Fair 83.5 000000000028898
NBI report
Bridgehunter
RIVER ROAD ALLEGHENY CREEK 2.4 MI N OF RIVERTON Concrete Arch - Deck -- 1913 -- 60.0 60.0 Fair 55.2 000000000028885
NBI report
Bridgehunter
SPRUCE DRIVE HOKENDAUQUA CREEK 1 MILE SOUTH OF PA 248 Concrete Arch - Deck -- 1913 -- 56.1 56.1 Fair 45.7 000000000028831
NBI report LEFEVRE ROAD LITTLE BUSHKILL CREEK 0.5 M. EAST OF PA 191 Steel Stringer/Multi-beam or girder (2 spans) -- 1914 1948 24.9 53.2 Poor 44.6 000000000028935
NBI report BOWERS ROAD BUSHKILL CREEK EAST OF SR 4023/4025 INT. Concrete Other -- 1915 -- 42.0 44.0 Fair 74.5 000000000028816
NBI report
Bridgehunter
SR 1033(LR48089SP) MARTINS CREEK BANGOR BORO-PA.AVE. Concrete Arch - Deck -- 1915 -- 44.9 44.9 Fair 81.5 000000000028696
NBI report
Bridgehunter
CLEARFIELD ROAD BUSHKILL CREEK E OF MOORESTOWN Concrete Tee beam -- 1917 -- 28.9 30.8 Fair 65.9 000000000028815
NBI report LITTLE CREEK ROAD LITTLE MARTINS CREEK 1 M. NORTH OF PA 611 Concrete Slab -- 1917 -- 24.0 25.9 Fair 64.8 000000000028843
NBI report DOGWOOD DRIVE LITTLE INDIAN CREEK NEAR SR 4003 Concrete Slab -- 1919 -- 21.0 22.0 Fair 73.5 000000000028830
NBI report SR 1015 (LR 165) WALTZ CREEK @ INT. WITH T-604 Concrete Slab (2 spans) -- 1919 -- 19.0 45.9 Poor 53.8 000000000028672
NBI report DELPS ROAD HOKENDAUQUA CREEK NORTH OF KLECKNERSVILLE Steel Stringer/Multi-beam or girder -- 1920 -- 24.9 28.9 Poor 27.0 000000000028859
NBI report NORTHAMPTON ST SILVER CREEK SOUTH OF WATER ST Concrete Stringer/Multi-beam or girder -- 1920 -- 21.0 22.0 Fair 85.9 000000000028927
NBI report
Bridgehunter
SR 1015 (LR 165) MARTINS CREEK @ INT. WITH T-690 Concrete Tee beam (2 spans) -- 1920 -- 29.9 68.9 Poor 50.9 000000000028674
NBI report VALLEY VIEW ROAD CATASAUQUA CREEK EAST OF SR 3021 Concrete Slab -- 1920 -- 24.9 26.9 Fair 74.5 000000000028818
NBI report
Bridgehunter
SR 1018 MARTINS CK., NORF. SOUTH MESSINGER STREET Concrete Tee beam (10 spans) -- 1921 -- 40.0 318.9 Poor 9.0 000000000028690
NBI report
Bridgehunter
SR 1032 (LR 166) JACOBY CR. AND MILL RACE PORTLAND BORO.,STATE ST. Masonry Arch - Deck (2 spans) Closed 1921 1969 23.0 38.1 Poor 29.7 000000000028695
NBI report ACKERMANVILLE ROAD WALTZ CREEK 0.5 MILE WEST OF SR 1015 Concrete Stringer/Multi-beam or girder -- 1922 -- 22.0 24.0 Poor 16.7 000000000028893
NBI report FACTORYVILLE EAST WALTZ CREEK 0.3 MI. WEST OF SR 1015 Concrete Stringer/Multi-beam or girder (2 spans) -- 1922 -- 20.0 46.9 Poor 17.0 000000000028894
NBI report PA 412 (LR 530) TRIB. TO SAUCON CREEK MAIN STREET Concrete Tee beam -- 1922 -- 24.0 25.9 Fair 78.3 000000000028597
NBI report SR 1016 (LR 48036) WALTZ CREEK DELABOLE Concrete Stringer/Multi-beam or girder -- 1922 -- 20.0 23.0 Fair 66.3 000000000028682
NBI report BUSHKILL STREET BUSHKILL CREEK SE CORNER OF TATAMY BORO Concrete Stringer/Multi-beam or girder (3 spans) -- 1923 -- 33.1 100.1 Fair 65.5 000000000028936
NBI report JACKSONVILLE ROAD MONOCACY CREEK EAST OF JACKSONVILLE Steel Stringer/Multi-beam or girder (2 spans) -- 1923 -- 38.1 82.0 Poor 36.4 000000000028821
NBI report SR 512 (LR 48046) TRIB. MONOCACY CREEK BETH-BATH PIKE Concrete Slab (2 spans) -- 1923 -- 20.0 46.9 Poor 46.2 000000000028605
NBI report PA 145 (LR 175) BERTSCH CREEK RIVERVIEW DRIVE Steel Stringer/Multi-beam or girder -- 1923 1948 38.1 40.0 Fair 75.5 000000000028556
NBI report GEORGETOWN ROAD MONOCACY CREEK WEST OF PA 191 Steel Stringer/Multi-beam or girder -- 1924 -- 43.0 44.9 Poor 36.8 000000000028849
NBI report SR 4004 (LR 48082) TRIB.TO MONOCACY CREEK 1 MI.W.OF NAZARETH Concrete Frame -- 1924 -- 20.0 23.0 Fair 66.3 000000000028777
NBI report COLUMBUS STREET ROSETO CREEK 0.1 M. EAST OF SR 191 Concrete Stringer/Multi-beam or girder -- 1924 1959 42.0 44.0 Fair 64.0 000000000028934
NBI report LITTLE CREEK ROAD LITTLE MARTINS CREEK 1 M. NORTH OF PA 611 Concrete Stringer/Multi-beam or girder -- 1926 -- 35.1 37.1 Poor 51.8 000000000028871
NBI report PA 611 (LR 48027) OUGHOUGHTON CREEK RICHMOND Steel Stringer/Multi-beam or girder -- 1926 -- 30.8 38.1 Poor 27.5 000000000028635
NBI report
Bridgehunter
SR 4025 (LR 48043) WEST BR.BUSHKILL CREEK VILLAGE OF ALUTA Concrete Arch - Deck -- 1926 -- 40.0 41.0 Fair 65.9 000000000028797
NBI report SR 611(LR 165 SP) NORFOLK SO. RR. VILLAGE OF MARTINS CREEK Concrete Tee beam (2 spans) -- 1926 -- 44.0 236.9 Fair 50.5 000000000028633
NBI report S. COTTONWOOD ROAD INDIAN CREEK 0.2 M. SOUTH OF PA 946 Concrete Stringer/Multi-beam or girder -- 1927 -- 25.9 27.9 Fair 74.7 000000000028826
NBI report SR 1004 (LR 48025) OUGHOUGHTON CREEK 3 MI.W.OF RIVERTON Steel Stringer/Multi-beam or girder -- 1927 -- 43.0 45.9 Poor 46.9 000000000028660
NBI report SR 1016 (LR 48036) TRIB.TO BUSHKILL CREEK 5 MI.SW OF BANGOR Concrete Stringer/Multi-beam or girder -- 1927 -- 30.8 33.1 Poor 62.3 000000000028680
NBI report PA 248 (LR 175) E. BR. MONOCACY CREEK POW/MIA REMEMBRANCE HWY. Steel Stringer/Multi-beam or girder -- 1927 1963 30.8 33.1 Poor 21.0 000000000028583
NBI report LYNN AVENUE LEHIGH VALLEY RAIL MANAG S OF 412 OPP. BETH STEEL Steel Truss - Thru Closed 1928 -- 200.1 205.1 Poor 13.2 000000000028901
NBI report RASLEY HILL ROAD LITTLE MARTINS CREEK 2 M. NORTH OF PA 611 Concrete Stringer/Multi-beam or girder -- 1929 -- 26.9 28.9 Poor 21.7 000000000028845
NBI report SR 2025 (LR 166) LITTLE BUSHKILL CREEK STOCKERTOWN,CENTER ST. Concrete Tee beam -- 1929 -- 46.9 48.9 Fair 81.1 000000000028739
NBI report SR 4025 (LR 48043) WEST FORK CREEK BUSHKILL CENTER RD. Steel Stringer/Multi-beam or girder -- 1929 -- 29.9 33.1 Fair 66.6 000000000028798
NBI report PA 248 (LR 471) INDIAN CREEK INDIAN TRAIL PARK Steel Stringer/Multi-beam or girder (2 spans) -- 1929 1964 38.1 80.1 Fair 79.2 000000000028578
NBI report PA 248 (LR 471) HOKENDAUQUA CREEK PETERSVILLE Steel Stringer/Multi-beam or girder -- 1929 1964 30.8 33.1 Poor 21.0 000000000028580
NBI report PA 248 (LR 471) TRIB.TOHOKENDAUQUA CREEK BEERSVILLE Concrete Tee beam -- 1929 1964 34.1 35.1 Poor 21.0 000000000028581
NBI report Keystone Street Nancy Run Near Freemansburg Steel Stringer/Multi-beam or girder -- 1930 -- 23.0 24.9 Fair 24.9 000000000045342
NBI report MILLER ROAD OUGHOUGHTON CREEK 1 M. NORTH OF SR 1004 Steel Stringer/Multi-beam or girder -- 1930 -- 43.0 44.9 Poor 46.4 000000000028846
NBI report PENN DIXIE ROAD E. BR. MONOCACY CREEK NE OF BATH Steel Stringer/Multi-beam or girder -- 1930 -- 24.0 24.9 Fair 67.0 000000000043171
NBI report SR 2001 (LR 48009) EAST BRANCH SAUCON CREEK LOWER SAUCON RD.@ SR 2006 Concrete Stringer/Multi-beam or girder -- 1930 -- 29.9 33.1 Fair 68.1 000000000028706
NBI report T-701 JACOBY CREEK EAST OF JOHNSONVILLE Steel Stringer/Multi-beam or girder -- 1930 -- 24.0 25.9 Fair 77.0 000000000028874
NBI report Washington Street Nancy Run Near Freemansburg Steel Stringer/Multi-beam or girder -- 1930 -- 23.0 24.9 Fair 46.4 000000000045341
NBI report PA 512 (LR 752) BUSHKILL CR. W.MOORESTOWN RD.@ HEYER Concrete Tee beam (2 spans) -- 1932 -- 38.1 80.1 Poor 40.1 000000000028606
NBI report SR 946 (LR 752) TRIB. HOKENDAUQUA CREEK MOUNTAIN VIEW DRIVE Concrete Tee beam -- 1932 -- 24.9 26.9 Fair 65.9 000000000028646
NBI report ILLICKS MILL ROAD MONOCACY CREEK W. OF SR 3011 (CENTER ST) Steel Stringer/Multi-beam or girder (2 spans) -- 1932 1968 42.0 91.9 Fair 97.7 000000000028908
NBI report NORTHAMPTON ST. WEST MONOCACY CREEK 0.1 M. WEST OF PA 987 Steel Stringer/Multi-beam or girder -- 1934 -- 29.9 32.2 Fair 84.7 000000000028920
NBI report SR 2001 (LR 48009) EAST BRANCH SAUCON CREEK NEAR INT. WITH APPLE ST. Concrete Tee beam -- 1934 -- 28.9 32.2 Fair 70.0 000000000028705
NBI report SR 3018(LR 48050) TRIB.TO CATASAUQUA CREEK OLD CARRIAGE ROAD Concrete Tee beam -- 1935 -- 28.9 32.2 Poor 70.5 000000000028768
NBI report SR 4014 (LR 48043) HOKENDAUQUA CREEK W.SCENIC DRIVE Concrete Tee beam -- 1935 -- 39.0 42.0 Fair 72.7 000000000028787
NBI report
Bridgehunter
MILL STREET MONOCACY CREEK BETWEEN PA 329 & 512 Steel Truss - Thru -- 1936 -- 44.0 45.9 Fair 46.7 000000000028919
NBI report
Bridgehunter
SEIDERSVILLE ROAD SAUCON CREEK 0.2 MILES WEST OF PA 412 Steel Truss - Thru Closed 1936 -- 130.9 134.8 Poor 15.8 000000000028904
NBI report
Bridgehunter
DEPUES ROAD OUGHOUGHTON CREEK EAST OF SR 1004 Steel Truss - Thru -- 1937 -- 44.0 45.9 Poor 20.7 000000000028835
NBI report FRONT ST SILVER CREEK SOUTH OF WATER ST Concrete Stringer/Multi-beam or girder -- 1937 -- 22.0 25.9 Fair 94.9 000000000028925
NBI report
Bridgehunter
OLD FILETOWN ROAD BUSHKILL CREEK SOUTH OF BELFAST Steel Truss - Thru -- 1937 -- 65.9 67.9 Poor 44.7 000000000028809
NBI report PA 611 (LR 166) SLATEFORD CREEK SLATEFORD,NO.DELAWARE DR. Concrete Culvert (2 spans) -- 1937 -- 14.1 33.1 Poor 71.0 000000000028640
NBI report SR 3004 (LR 48003) BLACK RIVER 0.75 MI.W.OF HELLERTOWN Concrete Tee beam -- 1938 -- 24.9 27.9 Fair 61.5 000000000028754
NBI report SR 3004 (LR 48003) SAUCON CREEK WATER STREET,HELLERTOWN Steel Stringer/Multi-beam or girder (2 spans) -- 1938 -- 55.1 117.1 Poor 34.7 000000000028756
NBI report SR 3007 (LR 48011) NANCY RUN NR.BORO LINE,FREEMANSBURG Concrete Culvert -- 1938 -- 23.0 23.0 Fair 85.7 000000000028759
NBI report US 22 DELAWARE RIVER CITY OF EASTON Steel Truss - Thru -- 1938 1990 549.9 549.9 Good 60.0 000000000028915
NBI report FLICKSVILLE ROAD MARTINS CREEK 0.1 MILE WEST OF LR48165 Concrete Stringer/Multi-beam or girder (2 spans) -- 1939 -- 29.9 78.1 Fair 70.3 000000000028897
NBI report SR 3016(LR48068) HOKENDAUQUA CREEK INDIAN TRAIL ROAD Steel Stringer/Multi-beam or girder (2 spans) -- 1939 -- 44.9 94.2 Poor 48.3 000000000028765
NBI report SR 3020(LR 48063) EAST BR.MONACACY CREEK 1.5 MI.EAST OF BATH Steel Stringer/Multi-beam or girder -- 1939 -- 30.8 33.1 Poor 33.7 000000000028769
NBI report INDIAN TRAIL ROAD INDIAN CREEK SOUTH OF PENNSVILLE Steel Stringer/Multi-beam or girder -- 1939 1981 74.2 80.1 Fair 68.3 000000000028832
NBI report SR 3016(LR 48068) INDIAN CREEK 1 MI.S.OF PENNSVILLE Steel Stringer/Multi-beam or girder -- 1939 1981 54.1 59.1 Fair 79.5 000000000028763
NBI report SR 3020(LR 48063) TRIB.TO MONOCACY CREEK NEWBURG RD.@GEORGETOWN RD Steel Stringer/Multi-beam or girder -- 1940 -- 35.1 38.1 Poor 23.9 000000000028770
NBI report SR 1001 (LR 48071) BUSHKILL CREEK JACOBSBURG ROAD Steel Stringer/Multi-beam or girder (2 spans) -- 1940 1978 32.2 65.9 Fair 66.5 000000000028652
NBI report SR 2017 (LR 48019) TRIB.TO BUSHKILL CK. 0.5MI.N.OF WILSON BORO Concrete Tee beam -- 1942 -- 25.9 27.9 Poor 66.2 000000000028731
NBI report SR 2017(LR 48019) SCHOENECK CREEK 2 MI.SOUTH OF TATAMY Steel Stringer/Multi-beam or girder (2 spans) -- 1942 1961 19.0 42.0 Fair 55.3 000000000028733
NBI report FOX ROAD E. BRANCH MONOCACY CREEK NE OF BATH Steel Stringer/Multi-beam or girder -- 1945 -- 24.0 24.9 Poor 28.4 000000000028891
NBI report PA 329 (LR 175) CATASAUQUA CREEK NOR-BATH BOULEVARD Concrete Tee beam -- 1945 -- 41.0 43.0 Fair 79.2 000000000028593
NBI report CLUB ROAD HOKENDAUQUA CREEK 0.7 M. NORTH OF PA 248 Concrete Stringer/Multi-beam or girder -- 1946 -- 48.9 50.9 Fair 59.8 000000000028857
NBI report LITTLE CREEK ROAD LITTLE MARTINS CREEK 0.4 MILE NORTH OF PA 611 Concrete Stringer/Multi-beam or girder (2 spans) -- 1946 -- 41.0 87.9 Fair 71.4 000000000028839
NBI report RIVER ROAD HEMLOCK CREEK 2.3 MI N OF RIVERTON Concrete Tee beam -- 1946 -- 24.0 27.9 Fair 74.6 000000000028884
NBI report SHADY LANE ALLEGHENY CREEK N. OF HARTZELLS FERRY Steel Stringer/Multi-beam or girder -- 1946 -- 51.8 55.1 Fair 91.4 000000000028887
NBI report SR 3017 (LR 564) CATASAUQUA CREEK WEAVERSVILLE Concrete Tee beam (2 spans) -- 1947 -- 37.1 78.1 Fair 57.1 000000000028766
NBI report BRIDLE PATH ROAD MONOCACY CREEK W. OF SR 3011 (CENTER ST) Steel Stringer/Multi-beam or girder -- 1948 -- 82.0 84.0 Fair 81.0 000000000028909
NBI report SR 4003 (LR 48061) HOKENDAUQUA CREEK 1.7 MI.N.OF PA 329 Steel Stringer/Multi-beam or girder (2 spans) -- 1949 -- 50.9 107.0 Fair 70.0 000000000028773
NBI report
Bridgehunter
HANOVERVILLE ROAD MONOCACY CREEK 1 M. WEST OF PA 191 Masonry Arch - Deck (2 spans) -- 1949 1959 24.9 49.9 Fair 56.7 000000000028850
NBI report US 22 PA 611(SR0611) CITY OF EASTON Steel Stringer/Multi-beam or girder -- 1950 2014 34.1 43.0 Good 62.0 000000000028916
NBI report US 22 PA 611(LR 165) N 3RD ST CITY OF EASTON Steel Stringer/Multi-beam or girder -- 1950 2014 83.0 86.0 Good 83.0 000000000028917
NBI report US 22 NORTH BANK STREET CITY OF EASTON Steel Stringer/Multi-beam or girder (3 spans) -- 1950 2014 43.0 124.0 Fair 81.0 000000000028918
NBI report SR 4006(LR 48085) WEST BR.OF MONOCACY CK. WHITETAIL DEER DRIVE Concrete Slab -- 1950 2015 20.0 23.0 Fair 83.4 000000000028781
NBI report PA 611(LR 48019SP) BUSHKILL CREEK N.RIVERSIDE DR.,EASTON Prestressed Box Beam or girders - Single or Spread Closed 1950 2016 107.9 107.9 Fair 98.5 000000000028628
NBI report GETZ ROAD WIND GAP CREEK 1 M. EAST OF PA 115 Steel Stringer/Multi-beam or girder -- 1951 -- 23.0 24.9 Poor 34.6 000000000028864
NBI report CANAL ROAD DELAWARE CANAL RAUBSVILLE Prestressed Box beam or girders - Multiple -- 1952 -- 48.9 54.1 Poor 24.4 000000000028944
NBI report ROAD TO FIRE LANE SAUCON CREEK W OF PA 412, N OF I-78 Steel Stringer/Multi-beam or girder -- 1952 -- 79.1 80.1 Fair 85.0 000000000028899
NBI report
Bridgehunter
PA 611-NJ 94 CONN. PA 611;DEL RIVER; NS RR PORTLAND BOROUGH Steel Girder and floorbeam system (10 spans) -- 1952 1992 148.0 1309.1 Good 71.9 000000000028933
NBI report BUSHKILL STREET BUSHKILL CREEK S OF SR 22, @ BUSHKILL DR Steel Stringer/Multi-beam or girder (2 spans) -- 1953 -- 84.0 173.9 Fair 84.9 000000000028913
NBI report SR 512(LR 752) TRIB. BUSHKILL CR. 2.5 MI.S.OF WIND GAP Concrete Tee beam -- 1953 -- 33.1 37.1 Fair 83.0 000000000028609
NBI report SR 2028 (LR 48017) SR 22 (LR 772) BETHMAN RD.OVER U.S.22 Concrete Frame -- 1954 -- 85.0 85.0 Fair 88.6 000000000028744
NBI report SR 2028 (LR 48018) US 22 (LR 773) GREENWOOD AVE.OVER U.S.22 Concrete Frame -- 1954 -- 85.0 96.1 Fair 67.3 000000000028745
NBI report SR 2040(LR 773SPE) SPRING BROOK 25TH ST. INTERCHANGE Concrete Culvert -- 1954 -- 23.0 23.0 Fair 74.0 000000000028749
NBI report SR 22 (LR 773) SPRING BROOK 1 MI.E.OF 25TH ST EXIT Concrete Culvert -- 1954 -- 23.0 23.0 Fair 73.7 000000000028485
NBI report SR2027 HECKTOWN RD US 22 (LR 772) HECKTOWN RD. OVER US.22 Steel Girder and floorbeam system -- 1954 -- 86.9 92.9 Fair 74.8 000000000028478
NBI report SR2029FARMERSVILLE SR 22 (LR 772) T-452 OVER U.S. 22 Concrete Frame -- 1954 -- 84.0 95.1 Fair 87.5 000000000028479
NBI report SR2031COUNTRY CLUB SR 22 (LR 772) T-454 OVER U.S. 22 Steel Girder and floorbeam system -- 1954 -- 85.0 92.9 Fair 82.2 000000000028480
NBI report SR 248 (LR 175) TRIB.BUSHKILL CK. 25TH & NORTHAMPTON STS. Concrete Tee beam -- 1954 1960 22.0 23.0 Fair 78.5 000000000028589
NBI report SR 2017 (LR 48019) SR 22 (LR 773) 13TH ST.INTERCHANGE Steel Stringer/Multi-beam or girder -- 1954 1975 92.9 99.1 Fair 83.0 000000000028729
NBI report SR 22 (LR 772) T-575(JACKSONVILLE ROAD) 1 MI.W.OF PA.512 Concrete Tee beam -- 1954 1979 45.9 46.9 Fair 75.9 000000000028471
NBI report SR 22 (LR 772) SR 512(LR 48046) PA 512 INTERCHANGE Steel Stringer/Multi-beam or girder -- 1954 1979 65.0 69.9 Poor 48.0 000000000028473
NBI report SR 22 (LR 772) CHRISTIAN SPRING RD. OVER CHRISTIAN SPRINGS RD Concrete Tee beam -- 1954 1979 37.1 39.0 Fair 76.0 000000000028475
NBI report US 22 (LR 772) TWP.LINE RD.(T-434) US 22 OVER T-434 Concrete Tee beam -- 1954 1979 37.1 39.0 Fair 74.0 000000000028474
NBI report SR 22 (LR 773) BUSHKILL CREEK & DRIVE PA 611 EXIT Steel Stringer/Multi-beam or girder (4 spans) -- 1954 1984 84.0 250.0 Fair 76.5 000000000028492
NBI report US 22(LR 773) BUSHKILL DR.,CEM. DR.,CK 0.25 MI.W.PA.611 EXIT Steel Girder and floorbeam system (5 spans) -- 1954 1984 120.1 598.1 Fair 64.0 000000000028491
NBI report SR 22 (LR 773) SR 248 (LR 175) 25TH ST.INTERCHANGE Steel Stringer/Multi-beam or girder -- 1954 1985 77.1 83.0 Fair 78.4 000000000028482
NBI report SR 22 (LR 773) SR2024,WOOD ST(48084),RR 0.25 MI.W.OF 13 ST.EXIT Steel Stringer/Multi-beam or girder (3 spans) -- 1954 1985 98.1 249.0 Fair 83.2 000000000028487
NBI report US 22 SR 2019 (LR 48021) 13TH ST.INTERCHANGE Concrete Tee beam -- 1954 1985 59.1 60.0 Fair 76.7 000000000028488
NBI report US 22(LR 773) SR 2012(LR 48013)25TH ST 25TH ST.INTERCHANGE Steel Stringer/Multi-beam or girder -- 1954 1985 73.2 80.1 Fair 68.0 000000000028481
NBI report SR 22 (LR 772) NORFOLK SOUTHERN RR PA 191 INTERCHANGE Steel Stringer/Multi-beam or girder (3 spans) -- 1954 1998 63.0 171.9 Fair 62.0 000000000028476
NBI report SR 22 (LR 772) SR 191 & MONOCACY CR. PA 191 INTERCHANGE Steel Stringer/Multi-beam or girder (5 spans) -- 1954 1998 87.9 353.0 Fair 66.0 000000000028477
NBI report HARRIS STREET SILVER CREEK SOUTH OF WATER STREET Concrete Slab -- 1954 2013 21.0 22.0 Fair 66.9 000000000028926
NBI report EDGEWOOD AVENUE BUSHKILL CREEK NEAR SR 2019 Steel Stringer/Multi-beam or girder -- 1956 -- 103.0 105.0 Fair 80.9 000000000028824
NBI report SR 2006(LR 48006) EAST BRANCH SAUCON CREEK INT.W/RINGHOFFER RD. Steel Stringer/Multi-beam or girder -- 1956 -- 30.8 34.1 Fair 86.8 000000000028711
NBI report LITTLE CREEK ROAD LITTLE MARTINS CREEK 1 MILE NORTH OF PA 611 Steel Stringer/Multi-beam or girder -- 1957 -- 51.8 54.1 Fair 75.9 000000000028842
NBI report SR 3011 (LR 48046) MONOCACY CREEK CENTER STREET @ CITY LINE Steel Stringer/Multi-beam or girder (3 spans) -- 1957 1976 70.9 191.9 Fair 69.1 000000000028762
NBI report 8TH STREET PA 33 WEST OF WIND GAP Steel Girder and floorbeam system (2 spans) -- 1958 -- 71.9 155.8 Fair 87.0 000000000028870
NBI report KNAUSS ROAD MONOCACY CREEK AT SR 946 Steel Stringer/Multi-beam or girder -- 1958 -- 23.0 24.0 Fair 72.9 000000000028814
NBI report MIDDLETOWN ROAD NANCY RUN W OF SR 3007 Steel Stringer/Multi-beam or girder -- 1958 -- 21.0 21.0 Poor 33.8 000000000028801
NBI report WILLOW BROOK ROAD CATASAUQUA CREEK 1 MILE WEST OF SR 3017 Steel Stringer/Multi-beam or girder -- 1958 -- 40.0 42.0 Fair 86.4 000000000028808
NBI report PA 33 (LR 796) SR1007 {BROADWAY}(LR165) NEAR MONROE COUNTY LINE Prestressed Box beam or girders - Multiple -- 1958 1996 57.1 67.9 Fair 73.3 000000000028521
NBI report PA 33(LR 796) SR1026(CENTER ST/LR48088 1 MI.N.OF PA 512 Concrete Tee beam -- 1958 1996 44.9 47.9 Fair 83.0 000000000028520
NBI report SR 191 (LR 297) MONOCACY CREEK 0.5 MI.N. OF US 22 Prestressed Box Beam or girders - Single or Spread (2 spans) -- 1958 2013 82.0 164.1 Fair 87.4 000000000028558
NBI report SR 191 (LR297) MONOCACY CREEK 0.75 MI.N.OF US22 Prestressed Box Beam or girders - Single or Spread (2 spans) -- 1958 2013 51.8 105.0 Fair 87.4 000000000028559
NBI report PA 33(LR 796) MALE ST (FORMER SR 1028) PA 33 OVER MALE STREET Concrete Tee beam -- 1958 2015 34.1 36.1 Fair 81.0 000000000028519
NBI report CREAMERY ROAD BUSHKILL CREEK 1 MILE EAST OF PA 512 Steel Stringer/Multi-beam or girder -- 1959 -- 50.9 53.2 Fair 73.4 000000000028813
NBI report SR 3003 (LR 48003) BLACK RIVER @ BINGEN & BLACK RIVER RD Prestressed Box beam or girders - Multiple -- 1959 -- 29.9 30.8 Poor 27.7 000000000028752
NBI report SR 33(LR 796) SR 512(LR 752) PA512 INTERCHANGE Prestressed Box Beam or girders - Single or Spread -- 1959 2015 85.0 85.0 Good 85.0 000000000028517
NBI report GUM ROAD LITTLE BUSHKILL CREEK NORTH OF RASLEYTOWN Steel Stringer/Multi-beam or girder -- 1960 -- 24.9 26.9 Fair 97.0 000000000028869
NBI report RENTZHEIMER DR SILVER CREEK SOUTH OF NEW YORK AVE Concrete Slab -- 1960 -- 23.0 24.0 Fair 83.9 000000000028929
NBI report SR 1033 (LR 48075) BRANCH OF MARTINS CREEK NORTH OF BANGOR Steel Stringer/Multi-beam or girder -- 1960 -- 22.0 24.0 Fair 65.6 000000000028699
NBI report SR 3007 (LR 48011) NANCY RUN WILLOW PARK ROAD Prestressed Box beam or girders - Multiple -- 1960 -- 61.0 64.0 Poor 34.4 000000000028760
NBI report MALE STREET TRIB.TO BUSHKILL CREEK. MALE ST. IN WIND GAP Prestressed Box beam or girders - Multiple -- 1960 1994 34.1 35.1 Poor 37.0 000000000028940
NBI report SR 248 (LR 175) TRIB.TO SHOENECK CREEK 0.5 MI.E.OF PA33 Concrete Tee beam -- 1960 1995 24.9 27.9 Fair 84.1 000000000028587
NBI report SR 4005 (LR 48052) HOKENDAUQUA CREEK N.HOKENDAUQUA ROAD Prestressed Box beam or girders - Multiple -- 1960 2010 51.8 53.2 Fair 88.9 000000000028779
NBI report PA 191 (LR 48035) TRIB.TO MARTINS CREEK 200FT NORTH OF BANGOR Concrete Slab -- 1961 -- 23.0 24.9 Fair 98.4 000000000028569
NBI report SR 1012 (LR 48087) BUSHKILL CREEK @ JACOBSBURG ENV.CENTER Steel Stringer/Multi-beam or girder -- 1961 -- 81.0 84.0 Poor 81.8 000000000028666
NBI report SR 4007 (LR 48055) HOKENDAUQUA CREEK S.HOCH ROAD Prestressed Box beam or girders - Multiple -- 1961 2012 42.0 43.0 Good 100.0 000000000028782
NBI report SR 3003(LR 48001) SAUCON CREEK BINGEN ROAD Steel Stringer/Multi-beam or girder -- 1962 -- 91.9 97.1 Good 88.5 000000000028751
NBI report SR 4003 (LR 48061) HOKENDAUQUA CREEK KREIDERSVILLE ROAD Prestressed Box Beam or girders - Single or Spread -- 1962 -- 59.1 60.0 Fair 81.5 000000000028774
NBI report PA 248 (LR 175) BR. MONOCACY CR. NEAR JCT.PA946 Concrete Slab -- 1963 -- 24.9 26.9 Good 93.8 000000000028584
NBI report EVERGREEN ROAD EAST BR. BERTSCH CREEK AT PA 248 & SR 4020 Concrete Slab -- 1964 -- 21.0 23.0 Good 77.6 000000000028829
NBI report SR 2004(LR 48094) SILVER CREEK RESERVOIR RD.-HELLERTOWN Concrete Slab -- 1964 -- 23.0 24.0 Fair 76.6 000000000028708
NBI report TOWNSHIP LINE ROAD MONOCACY CREEK 1.5 M. EAST OF PA 512 Prestressed Box Beam or girders - Single or Spread -- 1964 -- 48.9 50.9 Good 77.5 000000000028848
NBI report MAIN STREET HOKENDAUQUA CREEK 1.5 M. SOUTH OF PA 329 Steel Stringer/Multi-beam or girder -- 1965 -- 66.9 68.9 Fair 81.9 000000000028931
NBI report MT. PLEASANT ROAD LITTLE MARTINS CREEK E. OF MARTINS CK. STATION Prestressed Box Beam or girders - Single or Spread -- 1965 -- 33.1 35.1 Fair 87.0 000000000028895
NBI report KNITTERS HILL ROAD LITTLE BUSHKILL CREEK NORTH OF RASLEYTOWN Prestressed Box Beam or girders - Single or Spread -- 1966 -- 35.1 36.1 Good 98.0 000000000028866
NBI report TANGLEWOOD ROAD CATASAUQUA CREEK .5 M. NORTH OF PA 329 Steel Stringer/Multi-beam or girder -- 1966 -- 59.1 64.0 Fair 97.9 000000000028819
NBI report VALLEY ROAD HOKENDAUQUA CREEK 0.2 MILES EAST OF SR 4003 Prestressed Box beam or girders - Multiple -- 1966 -- 49.9 51.8 Fair 99.3 000000000028805
NBI report FIRE LANE ROAD SAUCON CREEK 0.2 MILE WEST OF PA 412 Steel Stringer/Multi-beam or girder (2 spans) -- 1967 -- 46.9 96.1 Good 96.9 000000000028905
NBI report LEHIGH STREET MONOCACY CREEK 0.2 MILE EAST OF PA 378 Steel Stringer/Multi-beam or girder -- 1967 -- 81.0 83.0 Fair 97.4 000000000028907
NBI report SR 2006(LR 48006) TRIB.TO SAUCON CREEK EASTON RD.@ SR 2001 Concrete Culvert -- 1967 -- 23.0 23.0 Fair 94.6 000000000028712
NBI report SANDT ROAD WIND GAP CREEK 0.5 EAST OF SR 1005 Steel Stringer/Multi-beam or girder -- 1968 -- 48.9 50.9 Fair 98.9 000000000028868
NBI report SR 2014 (LR 48010) SAUCON CREEK SHIMERSVILLE RD. Steel Stringer/Multi-beam or girder (2 spans) -- 1968 2012 103.0 212.0 Fair 80.0 000000000028727
NBI report LITTLE CREEK ROAD LITTLE MARTINS CREEK 3 M. NORTH OF PA 611 Prestressed Box Beam or girders - Single or Spread -- 1969 -- 23.0 24.0 Good 98.0 000000000028844
NBI report SR 2012 (LR 48013) C.R.R. OF NJ (REMOVED) S.25TH ST APPR.GLENDON BR Prestressed Box Beam or girders - Single or Spread (3 spans) -- 1969 -- 50.9 150.9 Fair 78.9 000000000028724
NBI report SR 2032 (LR 48020) BUSHKILL CREEK NORTHWOOD AVE Prestressed Box Beam or girders - Single or Spread (2 spans) -- 1969 -- 50.9 106.0 Fair 84.7 000000000028746
NBI report SR 33 NB(LR 1098) SR 1008(LR 48040) BELFAST INTERCHANGE Prestressed Stringer/Multi-beam or girder -- 1969 -- 69.9 71.9 Good 66.1 000000000028509
NBI report SR 33 SB(LR 48040) SR 1008(LR 48040) BELFAST INTERCHANGE Prestressed Stringer/Multi-beam or girder -- 1969 -- 69.9 71.9 Good 68.0 000000000028511
NBI report SR 4022 (LR 175) LEHIGH CANAL WALNUTPORT @ CANAL Concrete Slab -- 1969 -- 21.0 23.0 Fair 92.2 000000000028795
NBI report SR1042 T614 KROMER PA 33(LR 1098) KROMER RD.OVER PA.33 Prestressed Stringer/Multi-beam or girder (2 spans) -- 1969 -- 87.9 181.1 Poor 37.8 000000000028516
NBI report STOCKER MILL ROAD BUSHKILL CREEK AT ZUCKSVILLE Prestressed Box beam or girders - Multiple (2 spans) -- 1969 -- 51.8 106.0 Fair 88.0 000000000028823
NBI report SR 33 NB(LR 1098) SR 1012(LR 48087) BELFAST INTERCHANGE Prestressed Stringer/Multi-beam or girder -- 1969 1977 76.1 79.1 Fair 70.9 000000000028510
NBI report SR 33 NB(LR 1098) SR 1003(LR 48106) PA.33 OVER STATE PARK RD. Prestressed Stringer/Multi-beam or girder (3 spans) -- 1969 1977 65.9 139.1 Good 75.0 000000000028513
NBI report SR 33 SB(LR 1098) SR 1012(LR 48087) BELFAST INTERCHANGE Prestressed Stringer/Multi-beam or girder -- 1969 1977 76.1 78.1 Fair 71.6 000000000028512
NBI report SR 33 SB(LR 1098) SR 1003(LR 48106) PA.33 OVER STATE PARK RD. Prestressed Stringer/Multi-beam or girder (3 spans) -- 1969 1977 65.9 132.9 Fair 75.7 000000000028515
NBI report SR2012(LR48010&13) LEH RIV,STREETS,NORF/SOU GLENDON BRIDGE Steel Stringer/Multi-beam or girder (7 spans) -- 1969 1984 141.1 897.0 Fair 75.2 000000000028723
NBI report BRODHEAD ROAD MONOCACY CREEK AT SR 191 & 22 Prestressed Box beam or girders - Multiple (2 spans) -- 1970 -- 44.0 89.9 Fair 93.0 000000000028803
NBI report CHURCH ROAD HOKENDAUQUA CREEK 1 M. EAST OF SR 4003 Steel Stringer/Multi-beam or girder -- 1970 -- 85.0 89.9 Good 99.9 000000000028827
NBI report PA 191(APPL.1019) BUSHKILL CREEK NEAR BORO LINE Prestressed Stringer/Multi-beam or girder -- 1970 -- 73.2 76.1 Fair 79.1 000000000028565
NBI report SR 1006 (LR 48095) BUSHKILL CREEK FILETOWN ROAD Prestressed Stringer/Multi-beam or girder (3 spans) -- 1970 -- 66.9 169.0 Fair 85.0 000000000028662
NBI report SR 1006 (LR 48095) PA 33(LR 1098) FILETOWN RD.OVER PA.33 Prestressed Stringer/Multi-beam or girder (4 spans) -- 1970 -- 97.1 282.2 Fair 72.6 000000000028663
NBI report SR 987 (LR 48048) L.& N.E. R.R.(ABOLISHED) AIRPORT ROAD Prestressed Stringer/Multi-beam or girder (3 spans) -- 1970 -- 67.9 213.9 Fair 91.4 000000000028649
NBI report WALNUT STREET SAUCON CREEK 0.2 M. WEST OF PA 412 Steel Stringer/Multi-beam or girder (2 spans) -- 1970 -- 42.0 86.0 Fair 97.0 000000000028930
NBI report SR 33 N.B.(LR1098) NORFOLK SOUTHERN RR 0.5 MI N OF PA 191 EXIT Prestressed Stringer/Multi-beam or girder (3 spans) -- 1970 1998 74.2 228.0 Fair 76.0 000000000028507
NBI report SR 33 NB(LR 1098) NORFOLK SOUTHERN RR HERCULES CEMENT CO. Prestressed Stringer/Multi-beam or girder (5 spans) -- 1970 1998 92.9 303.2 Fair 70.1 000000000028504
NBI report SR 33 SB(LR 1098) NORFOLK SOUTHERN RR HERCULES CEMENT CO. Prestressed Stringer/Multi-beam or girder (6 spans) -- 1970 1998 86.9 363.9 Fair 73.1 000000000028506
NBI report SR 33 SB(LR 1098) NORFOLK SOUTHERN RR 0.5 MI.N.PA.191 EXIT Prestressed Stringer/Multi-beam or girder (3 spans) -- 1970 1998 74.2 228.0 Good 64.8 000000000028508
NBI report SR 191(APPL.1019) SR 33(LR 1098) PA33 INTERCHANGE Prestressed Stringer/Multi-beam or girder (4 spans) -- 1970 2010 98.1 274.9 Fair 76.0 000000000028566
NBI report NATIONAL PARK DRIV SLATEFORD CREEK 7 MILES EAST OF US. ROUTE Prestressed Stringer/Multi-beam or girder -- 1972 -- 100.1 105.3 Fair 73.1 4320001P0000000
NBI report SR 3020 (LR 48063) PA 33 (LR 1098) 2.2 MI.E.OF NEWBURG Prestressed Stringer/Multi-beam or girder (4 spans) -- 1972 -- 98.1 276.9 Poor 51.1 000000000028771
NBI report SR 33(LR 1098NB) SR 22(LR772) US22/PA33 INTERCHANGE Steel Stringer/Multi-beam or girder -- 1972 -- 136.2 215.9 Fair 74.0 000000000028493
NBI report SR 33(LR 1098SB) SR 22(LR 772) US22/PA33 INTERCHANGE Steel Stringer/Multi-beam or girder -- 1972 -- 136.2 215.9 Fair 74.0 000000000028494
NBI report SR2042 HECKTOWN RD PA 33 HECKTOWN RD.OVER PA.33 Prestressed Stringer/Multi-beam or girder (4 spans) -- 1972 -- 97.1 269.0 Fair 70.4 000000000028495
NBI report SR 3011 (LR 48096) CITY STS,RIVER,CAN,NSRC PHILIP FAHY BRIDGE,NEW ST Steel Frame (4 spans) -- 1972 1990 315.0 1466.0 Poor 47.6 000000000028761
NBI report SR 33 NB(LR 1098) SCHOENECK CREEK 0.75 MI.N.OF PA.248 Prestressed Stringer/Multi-beam or girder (3 spans) -- 1972 1999 48.9 136.2 Fair 79.9 000000000028499
NBI report SR 33 NB(LR 1098) T-516 VAN BUREN RD. 1 MI N.OF PA. 248 Steel Stringer/Multi-beam or girder -- 1972 1999 107.9 191.9 Fair 68.0 000000000028501
NBI report SR 33 SB(LR 1098) SR 248 (LR 175) PA 248 EXIT Steel Stringer/Multi-beam or girder -- 1972 1999 131.9 212.9 Fair 79.9 000000000028498
NBI report SR 33 SB(LR 1098) SCHOENECK CREEK 0.75 MI N OF PA 248 Prestressed Stringer/Multi-beam or girder (3 spans) -- 1972 1999 48.9 136.2 Fair 80.2 000000000028500
NBI report SR 33 SB(LR1098) T-516 VAN BUREN RD. 1 MI N OF PA 248 Steel Stringer/Multi-beam or girder -- 1972 1999 107.9 187.0 Fair 66.0 000000000028502
NBI report SR 33NB(LR 1098) SR 248(LR 175) PA 248 INTERCHANGE Steel Stringer/Multi-beam or girder -- 1972 1999 131.9 214.9 Fair 68.0 000000000028497
NBI report LR 1098 RAMP C T-454(COUNTRY CLUB RD.) RAMP 33 SB TO US 22 WEST. Steel Stringer/Multi-beam or girder -- 1972 2001 124.0 201.1 Fair 80.3 000000000028952
NBI report LR1098RMPB(SR8001) T-454(COUNTRY CLUB RD.) RAMP 22 EB TO PA 33 SB Steel Stringer/Multi-beam or girder -- 1972 2001 125.0 206.0 Fair 91.0 000000000028951
NBI report SR 2028 (LR 48017) SR 33 (LR 1098) CHURCH RD. OVER PA.33 Steel Stringer/Multi-beam or girder (2 spans) -- 1972 2001 120.1 318.9 Good 87.7 000000000028743
NBI report SILVER CREST ROAD E. BR. MONOCACY CREEK SE OF BATH Prestressed Box Beam or girders - Single or Spread -- 1973 -- 37.1 39.0 Fair 97.0 000000000028889
NBI report LAKE MINSI ROAD MARTINS CREEK 1.5 M. E OF NORTH BANGOR Concrete Culvert (2 spans) -- 1974 -- 20.0 43.0 Good 99.3 000000000028882
NBI report CREEK ROAD MONOCACY CREEK WEST OF PA 987 Prestressed Box beam or girders - Multiple -- 1976 -- 50.9 53.2 Fair 97.0 000000000028921
NBI report PA 946(LR 563) SPRING CREEK 2 M. N.OF PA 191 INTERS. Concrete Culvert -- 1977 -- 34.1 37.1 Good 95.5 000000000028648
NBI report SR 1010 (LR 48087) TRIB.TO BUSHKILL CREEK BELFAST RD. & KELLER RD. Concrete Slab -- 1977 -- 32.2 33.1 Good 96.4 000000000028665
NBI report SR 1002 (LR 48025) MUD RUN 2 MI.S.OF MARTINS CREEK Concrete Culvert (2 spans) -- 1978 -- 16.1 33.1 Good 94.9 000000000028656
NBI report FOX GAP ROAD MARTINS CREEK 1 MI N OF EAST BANGOR Concrete Slab -- 1979 -- 29.9 33.1 Good 99.9 000000000028883
NBI report GALL ROAD LITTLE BUSHKILL CREEK 1 M. EAST OF PA 191 Prestressed Box Beam or girders - Single or Spread -- 1979 -- 56.1 58.1 Good 89.9 000000000028862
NBI report MAIN ST/BERGER RD GLENDON CREEK 0.1 M. SOUTH OF SR 2012 Concrete Culvert -- 1979 -- 25.9 25.9 Good 97.9 000000000028924
NBI report MEADOW LANE DRIVE TRIB. TO DELAWARE RIVER NE OF CHESTNUT HILL Concrete Culvert (2 spans) -- 1980 -- 9.8 21.0 Fair 97.1 000000000047416
NBI report SNOW HILL ROAD TRIB. HOKENDAUQUA CREEK EAST OF KREIDERSVILLE Concrete Culvert -- 1980 -- 8.9 21.0 Fair 89.7 000000000047415
NBI report LITTLE CREEK ROAD LITTLE MARTINS CREEK 0.1 M. NORTH OF PA 611 Prestressed Box beam or girders - Multiple (2 spans) -- 1981 -- 61.0 124.0 Fair 95.9 000000000028838
NBI report STONE POST ROAD MONOCACY CREEK WEST OF PA 987 Concrete Slab -- 1981 -- 24.0 26.9 Fair 99.9 000000000028922
NBI report CANAL STREET HOKENDAUQUA CREEK OUTLET TO LEHIGH RIVER Prestressed Box beam or girders - Multiple -- 1983 -- 70.9 73.2 Fair 86.2 000000000028932
NBI report BLOSSOM HILL ROAD BRANCH OF MONOCACY CREEK EAST OF BATH Prestressed Box beam or girders - Multiple -- 1984 -- 30.8 33.1 Fair 99.3 000000000028888
NBI report DOUGLASSVILLE RD. BUSHKILL CREEK BETWEEN SR 4025 & 1001 Prestressed Box beam or girders - Multiple -- 1984 -- 44.9 47.9 Poor 54.9 000000000028812
NBI report E. ALUTA MILL ROAD BUSHKILL CREEK BETWEEN SR 4025 & 1001 Prestressed Box beam or girders - Multiple -- 1984 -- 44.9 46.9 Good 95.0 000000000028810
NBI report EVANS ROAD OUGHOUGHTON CREEK N. OF RICHMOND / PA 611 Prestressed Box beam or girders - Multiple -- 1984 -- 37.1 38.1 Fair 72.4 000000000028896
NBI report JACOBY CREEK ROAD JACOBY CREEK NW OF PA 611 Prestressed Box beam or girders - Multiple -- 1984 -- 26.9 28.9 Fair 87.0 000000000028880
NBI report SR 3007 (LR 48129) LEHIGH RIV-NORFOLK/SOUT MINSI TRAIL BRIDGE Steel Stringer/Multi-beam or girder (12 spans) -- 1984 -- 235.9 2134.0 Fair 71.7 000000000028758
NBI report JONES HILL ROAD LITTLE BUSHKILL CREEK 1 M. EAST OF PA 115 Prestressed Box beam or girders - Multiple -- 1984 2014 42.0 44.0 Fair 97.0 000000000028861
NBI report CHRISTIAN SPRINGS BRANCH OF MONOCACY CREEK PA 248 / 946 INTERSECTION Prestressed Box beam or girders - Multiple -- 1985 -- 42.0 43.0 Fair 95.0 000000000028890
NBI report LITTLE CREEK ROAD LITTLE MARTINS CREEK 0.2 MILE NORTH OF PA 611 Prestressed Box Beam or girders - Single or Spread -- 1985 -- 60.0 62.0 Fair 97.9 000000000028840
NBI report SR 2005 I-78(TOLL RD.DRJTBC) MORGAN HILL ROAD Prestressed Box Beam or girders - Single or Spread (2 spans) -- 1985 -- 108.9 213.9 Fair 96.3 000000000028709
NBI report SR 2016(LR 48121) I-78 CEDARVILLE RD. Prestressed Stringer/Multi-beam or girder (4 spans) -- 1985 -- 111.9 314.0 Good 93.3 000000000028728
NBI report SR 2034 (LR 48123) BUSHKILL CREEK BUSHKILL PARK ROAD Prestressed Box beam or girders - Multiple (2 spans) -- 1985 -- 65.0 130.9 Fair 95.1 000000000028747
NBI report HAHN ROAD BUSHKILL CREEK 1 MILE N OF SR 4012 Prestressed Box beam or girders - Multiple -- 1986 -- 39.0 42.0 Fair 99.0 000000000028811
NBI report Hollo Road Shoeneck Creek 0.2 mi West of SR 33 Concrete Culvert -- 1986 -- 20.0 20.0 Good 96.1 000000000049151
NBI report I-78 EB SR 611 0.24 MI NW OF DELAWARE R. Prestressed Box Beam or girders - Single or Spread (3 spans) -- 1986 -- 68.9 204.1 Good 94.5 000000000045615
NBI report I-78 WB SR 611 0.25 MI NW OF DELAWARE R. Prestressed Box Beam or girders - Single or Spread (3 spans) -- 1986 -- 81.0 202.1 Good 94.5 000000000045614
NBI report T-701 TRIB. TO JACOBY CREEK NORTH OF PA 512 Prestressed Box beam or girders - Multiple -- 1986 -- 30.8 33.1 Fair 98.0 000000000028873
NBI report I-78 E.B.(LR 1045) SR 2012(LR 48010) OVER ISLAND PK.RD. Prestressed Stringer/Multi-beam or girder (3 spans) -- 1987 -- 128.9 249.0 Fair 85.0 000000000028547
NBI report I-78 W.B.(LR 1045) SR 2012(LR 48010) OVER ISLAND PK.RD. Prestressed Stringer/Multi-beam or girder (3 spans) -- 1987 -- 128.9 249.0 Fair 74.0 000000000028549
NBI report SR 2012 (LR 48010) SR 78(LR 1045) APPLEBUTTER RD. OVER I-78 Steel Stringer/Multi-beam or girder (4 spans) -- 1987 -- 164.1 514.1 Good 99.5 000000000028719
NBI report SR 3004(LR 48118) I-78(LR 1045) HICKORY HILL ROAD Prestressed Stringer/Multi-beam or girder (3 spans) -- 1987 -- 120.1 318.9 Fair 87.8 000000000028753
NBI report SR 78EB(LR 1045) SR 2014(LR 48090) OVER REDINGTON RD. Prestressed Box beam or girders - Multiple -- 1987 -- 46.9 48.9 Fair 81.0 000000000028545
NBI report I- 78EB(LR 1045) SO.MT.DRIVE(T-422) I-78 OVER SO.MT. DRIVE Prestressed Box Beam or girders - Single or Spread (3 spans) -- 1988 -- 58.1 149.9 Good 93.7 000000000028528
NBI report I-78 E.B.(LR 1045) SR 2006 (LR 48006) OVER SR 2006(EASTON RD) Steel Stringer/Multi-beam or girder (3 spans) -- 1988 -- 189.0 487.9 Fair 74.0 000000000028541
NBI report I-78 EB (LR 1045) CREEK,STREETS,P.B.& N. E SAUCON PARK VIADUCT Steel Stringer/Multi-beam or girder (13 spans) -- 1988 -- 217.9 1985.0 Fair 84.0 000000000028531
NBI report I-78 W.B.(LR 1045) SR 2006 (LR48006) OVER SR2006(EASTON RD) Steel Stringer/Multi-beam or girder (3 spans) -- 1988 -- 189.0 495.1 Fair 74.0 000000000028543
NBI report I-78 WB(LR 1045) CREEK,STREETS,P.B.& N. E SAUCON PARK VIADUCT Steel Stringer/Multi-beam or girder (13 spans) -- 1988 -- 208.0 1965.0 Fair 85.0 000000000028534
NBI report SR 78EB(LR 1045) WILLIAMS STREET I78 EB OVER WILLIAMS ST. Prestressed Stringer/Multi-beam or girder -- 1988 -- 103.0 108.9 Fair 85.0 000000000028530
NBI report SR 78EB(LR 1045) SR 412(LR 530)& RAMP EXIT 21(67)PA.412 Prestressed Stringer/Multi-beam or girder (3 spans) -- 1988 -- 81.0 146.0 Fair 85.0 000000000028532
NBI report SR 78EB(LR 1045) SR 2006(EASTON RD.) OVER SR2006(EASTON RD) Prestressed Stringer/Multi-beam or girder (3 spans) -- 1988 -- 98.1 195.9 Fair 85.0 000000000028536
NBI report SR 78EB(LR 1045) T-386(MOCKINGBIRD LANE) OVER MOCKINGBIRD LANE Prestressed Stringer/Multi-beam or girder -- 1988 -- 102.0 106.0 Fair 85.0 000000000028538
NBI report SR 78EB(LR 1045) T-430 AND MORGANS RUN OVER BERGER RD.(T-430) Prestressed Box Beam or girders - Single or Spread (3 spans) -- 1988 -- 91.9 280.9 Fair 85.0 000000000028551
NBI report SR 78WB(LR 1045) SO.MT.DRIVE(T-422) I-78 OVER SO.MT.DRIVE Prestressed Box Beam or girders - Single or Spread (3 spans) -- 1988 -- 58.1 121.1 Good 93.7 000000000028529
NBI report SR 78WB(LR 1045) WILLIAMS STREET I78 WB OVER WILLIAMS ST. Prestressed Stringer/Multi-beam or girder -- 1988 -- 88.9 95.1 Fair 85.0 000000000028533
NBI report SR 78WB(LR 1045) SR 412 & RAMP(LR 530) EXIT 67(21)PA 412 Prestressed Stringer/Multi-beam or girder (3 spans) -- 1988 -- 81.0 142.1 Fair 85.0 000000000028535
NBI report SR 78WB(LR 1045) SR 2006(EASTON RD.) OVER SR2006(EASTON RD) Prestressed Stringer/Multi-beam or girder (3 spans) -- 1988 -- 102.0 220.2 Fair 85.0 000000000028537
NBI report SR 78WB(LR 1045) MOCKINGBIRD LANE(T-386) OVER MOCKINGBIRD LANE Prestressed Stringer/Multi-beam or girder -- 1988 -- 102.0 106.0 Fair 85.0 000000000028539
NBI report SR 78WB(LR 1045) T-430 AND MORGANS RUN OVER BERGER RD.(T-430) Prestressed Box Beam or girders - Single or Spread (3 spans) -- 1988 -- 97.1 289.1 Fair 85.0 000000000028552
NBI report I-78 EB DELAWARE RIVER Easton Steel Stringer/Multi-beam or girder (7 spans) -- 1989 -- 228.0 1226.1 Fair 90.4 000000000044166
NBI report I-78 EB (LR 1045) SR 3002(LR 48001)STREAM I-78 OVER BLACK RIV.RD. Prestressed Stringer/Multi-beam or girder (3 spans) -- 1989 -- 109.9 213.9 Fair 86.6 000000000028525
NBI report I-78 WB DELAWARE RIVER EASTON Steel Stringer/Multi-beam or girder (7 spans) -- 1989 -- 228.0 1226.1 Fair 90.4 000000000044168
NBI report I-78 WB (LR 1045) SR 3002(LR 48001)STREAM I-78 OVER BLACK RIV.RD. Prestressed Stringer/Multi-beam or girder (3 spans) -- 1989 -- 107.0 205.1 Fair 86.6 000000000028527
NBI report I-78 EB (LR 1045) PA 378 (LR 297) I-78 EB OVER PA.378 Steel Stringer/Multi-beam or girder -- 1989 2014 139.1 316.9 Fair 86.6 000000000028522
NBI report I-78 WB (LR 1045) PA 378 (LR 297) I-78 WB OVER PA. 378 Steel Stringer/Multi-beam or girder -- 1989 2014 162.1 338.9 Fair 74.5 000000000028524
NBI report 3005(LR48011SP) LEHIGH RIVER,CANAL,NOR S BETHLEHEM-FREEMANSBURG Steel Stringer/Multi-beam or girder (3 spans) -- 1990 -- 190.0 507.9 Good 73.2 000000000028757
NBI report HILLSIDE ROAD CATASAUQUA CREEK EAST OF SR 3021 Prestressed Box Beam or girders - Single or Spread -- 1991 -- 30.8 33.1 Good 89.8 000000000028817
NBI report LILLY HILL ROAD HOKENDAUQUA CREEK NORTH OF PA 946 Prestressed Box beam or girders - Multiple -- 1991 -- 29.9 32.2 Good 81.2 000000000028860
NBI report
Bridgehunter
TOWNSHIP LINE ROAD MONOCACY CREEK WEST OF SR 3015 Prestressed Box Beam or girders - Single or Spread (2 spans) -- 1991 -- 53.2 112.9 Fair 94.2 000000000028911
NBI report BANGOR VEIN ROAD MARTINS CREEK EAST OF NORTH BANGOR Prestressed Box beam or girders - Multiple -- 1992 -- 37.1 38.1 Good 96.0 000000000028879
NBI report BERRY HOLLOW ROAD OUGHOUGHTON CREEK 0.2 M. NORTH OF SR 1017 Prestressed Box beam or girders - Multiple -- 1992 -- 47.9 48.9 Good 95.9 000000000028837
NBI report STONE CHURCH ROAD ALLEGHENY CREEK NE OF CENTERVILLE Concrete Culvert -- 1992 -- 21.0 21.0 Good 99.0 000000000028872
NBI report JACOBY CREEK ROAD JACOBY CREEK NW OF PA 611 Prestressed Box Beam or girders - Single or Spread -- 1993 -- 51.8 54.1 Good 99.0 000000000028877
NBI report
Bridgehunter
ASH ROAD HOKENDAUQUA CREEK 0.3 M. SOUTH OF PA 248 Prestressed Box beam or girders - Multiple -- 1994 -- 50.9 51.8 Fair 71.2 000000000028825
NBI report EAST CHESTNUT ST SCHOENECK CREEK NAZARETH Concrete Culvert (2 spans) -- 1994 -- 17.1 36.1 Good 98.0 000000000047418
NBI report LITTLE CREEK ROAD LITTLE MARTINS CREEK 1.5 MILE WEST OF PA611 Concrete Culvert -- 1995 -- 22.0 22.0 Good 94.5 000000000028834
NBI report
Bridgehunter
MIDDLE VILLAGE RD JACOBY CREEK NW OF PA 611 Prestressed Box beam or girders - Multiple -- 1995 -- 34.1 35.1 Good 96.0 000000000028876
NBI report SR 248 (LR 471) BERTSCH CREEK BERLINSVILLE Prestressed Box Beam or girders - Single or Spread -- 1995 -- 42.0 43.0 Fair 97.7 000000000028572
NBI report RTE 145 LEHIGH R.;NORFOLK SOUTHE TREICHLERS BRIDGE Prestressed Stringer/Multi-beam or girder (8 spans) -- 1997 -- 157.2 1213.0 Good 85.0 000000000039624
NBI report PA 191 ( LR 48035) LITTLE BUSHKILL CREEK VILLAGE OF EDELMANS Steel Stringer/Multi-beam or girder -- 1998 -- 95.1 98.1 Fair 94.0 000000000040279
NBI report 10th Street Nancy Run Nancy Run Estates Concrete Culvert -- 2000 -- 23.0 23.0 Good 100.0 000000000045343
NBI report Bridge Lane Nancy Run Emerald Hills Development Concrete Culvert -- 2000 -- 33.1 33.1 Good 100.0 000000000045344
NBI report I-78 WB (LR 1045) SR 2014(LR 48090) W.B.OVER REDINGTON RD. Prestressed Stringer/Multi-beam or girder -- 2000 -- 85.0 86.9 Good 85.0 000000000041043
NBI report Washington Street Nancy Run Emerald Hills Development Concrete Culvert -- 2000 -- 35.1 35.1 Good 100.0 000000000045345
NBI report I-78 EB (LR 1045) RAMPS A&B SR 8018 E.B. OVER SR 8018 Prestressed Stringer/Multi-beam or girder (3 spans) -- 2001 -- 130.9 320.9 Good 85.0 000000000041283
NBI report I-78 WB (LR 1045) RAMPS A&B SR8018 W.B.OVER SR 8018 Prestressed Stringer/Multi-beam or girder (3 spans) -- 2001 -- 130.9 316.0 Fair 85.0 000000000041127
NBI report PA 329-LR175 QUARRY NOR-BATH BOULEVARD Steel Stringer/Multi-beam or girder -- 2001 -- 123.0 128.0 Good 92.1 000000000041352
NBI report
Bridgehunter
PA 33 RIVER,CANAL,NORF/SOUTH R GENE HARTZELL BRIDGE Steel Truss - Deck (4 spans) -- 2001 -- 594.2 1873.1 Good 81.0 000000000041393
NBI report SR 2018 SR 33 FREEMANSBURG AVE INTER. Prestressed Stringer/Multi-beam or girder (2 spans) -- 2001 -- 85.0 168.0 Good 98.3 000000000041306
NBI report SR 3022 (LR 530) WALKING PATH 4TH STREET Prestressed Stringer/Multi-beam or girder -- 2001 -- 85.0 86.9 Good 96.6 000000000041252
NBI report SR 33 NB SR 2007 OVER HOPE ROAD Steel Stringer/Multi-beam or girder -- 2001 -- 240.2 241.2 Good 98.9 000000000041299
NBI report SR 33 NB SR 2020 OVER WM. PENN HWY. Prestressed Stringer/Multi-beam or girder -- 2001 -- 106.0 110.9 Good 98.7 000000000041301
NBI report SR 33 SB SR 2007 OVER HOPE ROAD Steel Stringer/Multi-beam or girder -- 2001 -- 240.2 241.2 Good 98.9 000000000041300
NBI report SR 33 SB SR 2020 OVER WM. PENN HWY. Prestressed Stringer/Multi-beam or girder -- 2001 -- 106.0 110.9 Good 98.7 000000000041302
NBI report SR 412 (LR 530) PBNE 4TH STREET BRIDGE Prestressed Box Beam or girders - Single or Spread -- 2001 -- 47.9 48.9 Good 89.0 000000000041251
NBI report SR 611(LR 165) MUD RUN SANDTS EDDY Concrete Culvert (2 spans) -- 2002 -- 12.1 26.9 Fair 86.3 000000000041704
NBI report NEWLINS MILL ROAD BUSHKILL CREEK AT SR 2019 Prestressed Box beam or girders - Multiple -- 2004 -- 73.2 75.1 Good 100.0 000000000028822
NBI report PA 248 (LR 175) MONOCACY CREEK WEST MAIN STREET Prestressed Box beam or girders - Multiple -- 2004 -- 44.0 44.9 Good 92.6 000000000042417
NBI report SR 33 NB(LR1098) BUSHKILL CREEK 0.5 MI S OF PA 191 EXIT Prestressed Stringer/Multi-beam or girder -- 2004 -- 157.2 161.1 Poor 58.0 000000000042278
NBI report SR 33 SB (LR1098) BUSHKILL CREEK 0.5MI S OF PA 191 EXIT Prestressed Stringer/Multi-beam or girder -- 2004 -- 163.1 168.0 Poor 58.0 000000000042446
NBI report HEIDEN ROAD TRIB. TO JACOBY CREEK NE OF JOHNSONVILLE Concrete Culvert -- 2006 -- 32.2 32.2 Good 99.0 000000000045466
NBI report HEMLOCK DRIVE HEMLOCK CREEK NW OF HARTZELLS FERRY Concrete Culvert -- 2006 -- 28.9 28.9 Good 89.0 000000000045467
NBI report PA 512 Trib. to Bushkill Creek PLAINFIELD Concrete Culvert (2 spans) -- 2008 -- 18.0 38.1 Good 94.5 000000000045126
NBI report SADDLE CREEK DRIVE JACOBY CREEK NW OF MOUNT BETHEL Concrete Culvert (2 spans) -- 2009 -- 12.1 25.9 Fair 97.0 000000000045872
NBI report SR 1008 BUSHKILL CREEK 1.5 MI N OF CHERRY HILL Prestressed Box Beam or girders - Single or Spread -- 2009 -- 82.0 83.0 Good 97.8 000000000045817
NBI report BEECH DRIVE INDIAN CREEK NE OF HOWERSVILLE Concrete Culvert -- 2010 -- 27.9 27.9 Good 100.0 000000000047417
NBI report PA 611(LR 156) FRYS RUN AT ROYAL MANOR ROAD Prestressed Box Beam or girders - Single or Spread -- 2012 -- 59.1 62.0 Good 92.5 000000000047403
NBI report PA 946 (LR 752) HOKENDAUQUA CR. MOUNTAIN VIEW DRIVE Prestressed Box Beam or girders - Single or Spread -- 2012 -- 36.1 37.1 Good 83.0 000000000047313
NBI report SR 1033(LR48075SP) MARTINS CREEK N.MAIN ST. @ T-762 Prestressed Box Beam or girders - Single or Spread -- 2012 -- 42.0 44.0 Good 92.3 000000000047121
NBI report SR 4020(LR48059) TRIB.TO BERTSCH CREEK MAPLE DRIVE Prestressed Box Beam or girders - Single or Spread -- 2012 -- 36.1 38.1 Good 84.0 000000000047375
NBI report STONE POST ROAD HATCH GRAVEL CREEK AT NW CORNER OF BATH Concrete Culvert -- 2012 -- 21.0 21.0 Good 99.0 000000000047083
NBI report KELLER ROAD TRIB.TO SOBER'S RUN EAST OF BUSHKILL CENTER Concrete Culvert -- 2013 -- 24.0 24.0 Good 84.5 000000000048207
NBI report SR 1017 (LR48028) OUGHOUGHTON CREEK 1 MI N. OF RICHMOND Prestressed Box Beam or girders - Single or Spread -- 2013 -- 40.0 44.0 Good 88.5 000000000048156
NBI report SR 512 (LR 166) BRUSH MEADOW CREEK WASHINGTON ST.BANGOR Concrete Culvert -- 2013 -- 26.9 29.9 Good 79.8 000000000047952
NBI report SR1002 (LR48025) BUSHKILL CREEK MAIN ST, TATAMY Prestressed Box Beam or girders - Single or Spread (3 spans) -- 2013 -- 65.9 194.9 Good 97.2 000000000047940
NBI report SR4003(LR 48061) INDIAN CREEK 2 MI.N.OF PENNSVILLE Concrete Frame -- 2013 -- 36.1 36.1 Good 88.8 000000000047979
NBI report SR611 (LR48027) TRIB. OUGHOUGHTON CK 2MI.S.OF RICHMOND Prestressed Box Beam or girders - Single or Spread -- 2013 -- 25.9 25.9 Good 80.7 000000000048307
NBI report Christian Springs Monocacy Creek South of SR 22 Prestressed Box Beam or girders - Single or Spread -- 2014 -- 49.9 51.8 Good 94.5 000000000049051
NBI report PA 191 (LR 48043) CONRAIL (ABANDONED) NAZARETH BORO S.BROAD ST Concrete Culvert -- 2014 -- 20.0 24.0 Good 93.5 000000000048754
NBI report SR 1002 (LR 48025) PA 33 (LR 1098) SR 1002 OVER PA 33 Prestressed Stringer/Multi-beam or girder (2 spans) -- 2015 -- 123.0 248.0 Good 96.6 000000000052456
NBI report SR 191 (LR 48035) WALTZ CREEK WASHINGTON BLVD. ACKERMAN Prestressed Box Beam or girders - Single or Spread -- 2015 -- 40.0 42.0 Good 99.0 000000000049103
NBI report SR 412 (LR530) SAUCON CREEK HELLERTOWN Prestressed Box Beam or girders - Single or Spread (4 spans) -- 2015 -- 45.9 184.1 Good 85.0 000000000052466
NBI report Sycamore Drive Indian Creek 0.5 mi north of SR 248 Prestressed Box beam or girders - Multiple -- 2015 -- 27.9 29.9 Good 100.0 000000000052722
NBI report Steuben Road Monocacy Creek Between PA 512 & 191 Concrete Culvert -- 2016 -- 27.9 29.9 Good 95.9 000000000053681
NBI report Steuben Road Monocacy Creek Between PA 512 & 191 Concrete Culvert -- 2016 -- 27.9 27.9 Good 98.9 000000000053682
BridgeReports.com | CANAL ROAD over DELAWARE CANAL DIVERSION, Northampton County, Pennsylvania
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CANAL ROAD over DELAWARE CANAL DIVERSION

Map

Coordinates:
+40.62744, -75.19086
40°37'39" N, 75°11'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CANAL ROAD over DELAWARE CANAL DIVERSION
Structure number: 000000000028943
Location: SOUTH OF RAUBSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 32.2 ft. [9.8 m]
Total length: 32.2 ft. [9.8 m]
Roadway width between curbs: 24.9 ft. [7.6 m]
Deck width edge-to-edge: 26.9 ft. [8.2 m]
Skew angle: 13°
Owner: State Park, Forest, or Reservation Agency [11]
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 60 [as of 2012]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 49.0 tons [44.5 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 86.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $72,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 86.0 Fair - Fair Fair - 60
April 2014 86.0 Fair - Fair Fair - 60
April 2012 86.0 Fair - Fair Satisfactory - 60
BridgeReports.com | CEDAR DRIVE over INDIAN CREEK, Northampton County, Pennsylvania
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CEDAR DRIVE over INDIAN CREEK

Map

Coordinates:
+40.76661, -75.51096
40°45'60" N, 75°30'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CEDAR DRIVE over INDIAN CREEK
Structure number: 000000000028828
Old structure number: 487207051191490 (from 1992 edition)
Location: AT SR 4003
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 18.0 ft. [5.5 m]
Total length: 55.1 ft. [16.8 m]
Roadway width between curbs: 15.1 ft. [4.6 m]
Deck width edge-to-edge: 21.0 ft. [6.4 m]
Owner: County Highway Agency [02]
Year built: 1826
Historic significance: Historical significance is not determinable at this time [4]
Number of main spans: 3
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 100 [as of 2010]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 15.0 tons [13.6 metric tons]
Inventory rating: 10.0 tons [9.1 metric tons]
Sufficiency rating: 24.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 24.4 Poor - Poor Poor SD 100
April 2014 24.4 Poor - Poor Poor SD 100
April 2013 24.4 Poor - Poor Poor SD 100
April 2012 24.4 Poor - Poor Poor SD 100
April 2010 50.0 Fair Good Satisfactory Satisfactory FO 80
May 2008 50.0 Fair - Satisfactory Satisfactory FO 80
October 2005 49.7 Good - Good Good FO 80
October 2003 49.7 Good Good Good Good FO 80
October 2001 49.7 Good Good Good Good FO 80
October 1999 85.5 Good Good Good Good FO 80
October 1997 50.8 Good Good Good Good FO 80
November 1996 50.8 Good Good Good Good FO 80
October 1994 50.8 Good Good Good Good FO 80
December 1992 50.8 Good Good Good Good FO 80
November 1991 50.8 Good Good Good Good FO 80
December 1989 53.8 Good Good Good Good FO 80
BridgeReports.com | CANAL ROAD over DELAWARE CANAL, Northampton County, Pennsylvania
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CANAL ROAD over DELAWARE CANAL

Map

Coordinates:
+40.61932, -75.20141
40°37'10" N, 75°12'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CANAL ROAD over DELAWARE CANAL
Structure number: 000000000028942
Location: SOUTH OF RAUBSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 26.9 ft. [8.2 m]
Roadway width between curbs: 17.1 ft. [5.2 m]
Deck width edge-to-edge: 18.0 ft. [5.5 m]
Owner: State Park, Forest, or Reservation Agency [11]
Year built: 1832
Year reconstructed: 1954
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Other [9]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2012]
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 95.8 tons [87.1 metric tons]
Inventory rating: 54.9 tons [49.9 metric tons]
Sufficiency rating: 48.0
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work: $200,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 48.0 Poor Poor Poor Satisfactory SD 200
April 2014 48.0 Poor Poor Poor Satisfactory SD 200
April 2012 48.0 Poor Poor Poor Satisfactory SD 200
BridgeReports.com | GLASE ROAD over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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GLASE ROAD over HOKENDAUQUA CREEK

Map

Coordinates:
+40.78566, -75.45133
40°47'08" N, 75°27'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: GLASE ROAD over HOKENDAUQUA CREEK
Structure number: 000000000028855
Old structure number: 487211054491430 (from 1992 edition)
Location: 0.1 M. EAST OF SR 4007
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.0 ft. [7.3 m]
Total length: 79.1 ft. [24.1 m]
Roadway width between curbs: 19.0 ft. [5.8 m]
Deck width edge-to-edge: 22.0 ft. [6.7 m]
Skew angle: 10°
Owner: County Highway Agency [02]
Year built: 1839
Historic significance: Historical significance is not determinable at this time [4]
Number of main spans: 3
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 75 [as of 2010]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 79.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 79.0 Fair - Fair Fair - 75
March 2014 79.0 Fair - Satisfactory Fair - 75
March 2013 35.8 Fair - Satisfactory Fair FO 75
March 2012 35.8 Fair - Satisfactory Fair FO 75
March 2010 51.5 Fair - Satisfactory Satisfactory FO 50
May 2008 51.5 Fair Satisfactory Satisfactory Satisfactory FO 50
October 2005 51.2 Fair Satisfactory Satisfactory Good FO 50
October 2003 51.2 Fair Satisfactory Satisfactory Good FO 50
October 2001 51.2 Fair Satisfactory Satisfactory Good FO 50
October 1999 90.0 Fair Satisfactory Satisfactory Good - 50
November 1997 55.3 Fair Satisfactory Satisfactory Good - 50
October 1996 55.3 Fair Satisfactory Satisfactory Good - 50
November 1994 55.3 Fair Satisfactory Satisfactory Good - 50
February 1993 55.3 Fair Satisfactory Satisfactory Satisfactory - 50
November 1991 55.3 Fair Satisfactory Satisfactory Satisfactory - 50
December 1989 55.3 Fair Satisfactory Satisfactory Satisfactory - 50
BridgeReports.com | SR 2003 (LR 48007) over FREYS RUN, Northampton County, Pennsylvania
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SR 2003 (LR 48007) over FREYS RUN

Map

Coordinates:
+40.61077, -75.23105
40°36'39" N, 75°13'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2003 (LR 48007) over FREYS RUN
Structure number: 000000000028707
Old structure number: 482003003007490 (from 1992 edition)
Location: DURHAM ROAD
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 15.1 ft. [4.6 m]
Total length: 44.9 ft. [13.7 m]
Roadway width between curbs: 18.0 ft. [5.5 m]
Deck width edge-to-edge: 18.0 ft. [5.5 m]
Owner: State Highway Agency [01]
Year built: 1857
Year reconstructed: 2013
Historic significance: Historical significance is not determinable at this time [4]
Number of main spans: 3
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 586 [as of 2011]
Truck traffic: 9% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 80.2
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 80.2 Fair Very Good Good Satisfactory - 586
March 2013 80.2 Fair Very Good Good Satisfactory - 587
March 2012 14.3 Poor - Poor Poor SD 586
March 2011 14.3 Poor - Critical Serious SD 586
October 2010 14.2 Poor - Critical Serious SD 595
July 2009 14.3 Poor - Critical Poor SD 588
October 2008 34.6 Poor - Serious Poor SD 588
October 2006 49.7 Poor - Poor Poor SD 568
October 2004 49.2 Poor - Fair Poor SD 773
October 2002 65.8 Fair - Fair Fair FO 746
December 2000 65.8 Fair - Fair Fair FO 727
December 1998 65.8 Fair - Fair Fair FO 711
January 1997 65.9 Fair - Fair Fair FO 662
February 1995 66.0 Fair - Fair Fair FO 630
April 1993 66.0 Fair - Fair Fair FO 615
June 1991 77.2 Fair - Satisfactory Satisfactory FO 590

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Deck
Reinforced Concrete Deck sq. ft. 770 770 0 0 0
Wearing Surfaces sq. ft. 630 630 0 0 0
Concrete Protective Coating sq. ft. 630 630 0 0 0
Superstructure
Masonry Arch linear ft. 35 35 0 0 0
Substructure
Masonry Pier Wall linear ft. 44 44 0 0 0
Masonry Abutment linear ft. 164 164 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 70 70 0 0 0
BridgeReports.com | MEADOWS ROAD over SAUCON CREEK, Northampton County, Pennsylvania
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MEADOWS ROAD over SAUCON CREEK

Map

Coordinates:
+40.56561, -75.34041
40°33'56" N, 75°20'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MEADOWS ROAD over SAUCON CREEK
Structure number: 000000000028854
Old structure number: 487210037690150 (from 1992 edition)
Location: JUST WEST OF PA 412
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 21.0 ft. [6.4 m]
Total length: 102.0 ft. [31.1 m]
Roadway width between curbs: 19.0 ft. [5.8 m]
Deck width edge-to-edge: 22.0 ft. [6.7 m]
Owner: County Highway Agency [02]
Year built: 1858
Historic significance: Historical significance is not determinable at this time [4]
Number of main spans: 4
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Other [9]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 350 [as of 2010]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 8.0 tons [7.3 metric tons]
Inventory rating: 4.0 tons [3.6 metric tons]
Sufficiency rating: 21.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 21.8 Poor - Poor Fair SD 350
April 2014 21.8 Poor - Poor Fair SD 350
April 2013 21.8 Poor - Poor Fair SD 350
April 2012 21.8 Poor - Poor Fair SD 350
April 2010 23.9 Poor - Poor Fair SD 150
June 2008 48.6 Fair - Satisfactory Satisfactory FO 150
November 2005 47.3 Fair - Satisfactory Satisfactory FO 150
November 2003 47.3 Fair - Satisfactory Satisfactory FO 150
November 2001 47.3 Fair - Satisfactory Satisfactory FO 150
December 1999 47.3 Fair - Satisfactory Satisfactory FO 150
December 1997 39.1 Fair - Satisfactory Satisfactory FO 150
October 1996 39.1 Fair Good Satisfactory Satisfactory FO 150
December 1995 45.3 Fair Good Satisfactory Satisfactory FO 150
December 1993 45.3 Fair Good Satisfactory Satisfactory FO 150
January 1992 45.3 Fair Good Satisfactory Satisfactory FO 150
January 1990 45.3 Fair Good Satisfactory Satisfactory FO 150
BridgeReports.com | SR 2019 (LR 48021) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 2019 (LR 48021) over BUSHKILL CREEK

Map

Coordinates:
+40.69646, -75.22831
40°41'47" N, 75°13'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2019 (LR 48021) over BUSHKILL CREEK
Structure number: 000000000028737
Old structure number: 482019002007880 (from 1992 edition)
Location: 13TH STREET
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 92.9 ft. [28.3 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 45.9 ft. [14.0 m]
Owner: State Highway Agency [01]
Year built: 1886
Year reconstructed: 1927
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 16,268 [as of 2015]
Truck traffic: 2% of total traffic
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 63.5
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 63.5 Fair - Fair Fair FO 16268
March 2013 63.7 Fair - Fair Fair FO 15437
March 2011 63.3 Fair - Fair Fair FO 16844
September 2010 63.4 Fair - Fair Fair FO 16532
October 2008 63.4 Fair - Satisfactory Fair FO 16532
September 2006 64.8 Fair - Satisfactory Fair FO 10175
August 2006 7.0 Fair - Satisfactory Fair FO 10282
August 2004 63.4 Fair - Satisfactory Fair FO 16686
September 2002 63.4 Fair - Satisfactory Fair FO 16488
October 2000 62.9 Fair - Satisfactory Fair FO 18824
November 1998 48.3 Poor - Poor Fair SD 18455
November 1996 63.2 Fair - Fair Fair FO 17323
January 1995 63.2 Fair - Fair Fair FO 16360
March 1993 63.3 Fair - Satisfactory Fair FO 15945
May 1991 63.6 Fair - Satisfactory Fair FO 14875

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Masonry Arch linear ft. 86 0 86 0 0
Substructure
Masonry Pier Wall linear ft. 112 107 5 0 0
Masonry Abutment linear ft. 94 94 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 200 154 46 0 0
BridgeReports.com | SR 4020(LR 48059) over BERTSCH CREEK, Northampton County, Pennsylvania
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SR 4020(LR 48059) over BERTSCH CREEK

Map

Coordinates:
+40.75647, -75.57700
40°45'23" N, 75°34'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4020(LR 48059) over BERTSCH CREEK
Structure number: 000000000028792
Old structure number: 484020002005130 (from 1992 edition)
Location: MAPLE DR. @ BIRCH RD.
Purpose: Carries highway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 12.1 ft. [3.7 m]
Total length: 42.0 ft. [12.8 m]
Roadway width between curbs: 21.3 ft. [6.5 m]
Deck width edge-to-edge: 23.3 ft. [7.1 m]
Owner: State Highway Agency [01]
Year built: 1889
Year reconstructed: 1933
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,192 [as of 2015]
Truck traffic: 9% of total traffic
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 69.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 69.7 Fair - Fair Fair FO 1192
March 2013 69.7 Fair - Fair Fair FO 1199
March 2012 53.8 Poor Satisfactory Fair Poor SD 676
March 2011 53.8 Poor - Poor Poor SD 676
August 2009 53.8 Poor - Fair Poor SD 654
June 2009 50.8 Poor - Fair Poor SD 654
July 2007 50.8 Poor - Fair Poor SD 759
July 2005 50.8 Poor - Fair Poor SD 734
July 2003 50.8 Poor - Fair Poor SD 712
July 2001 50.1 Poor - Satisfactory Poor SD 3000
September 1999 66.9 Fair - Satisfactory Fair FO 666
September 1997 66.9 Fair - Satisfactory Fair FO 635
October 1995 66.9 Fair - Satisfactory Fair FO 605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Masonry Arch linear ft. 36 0 28 8 0
Substructure
Masonry Pier Wall linear ft. 36 24 12 0 0
Masonry Abutment linear ft. 36 36 0 0 0
BridgeReports.com | SR 2023 (LR 165) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 2023 (LR 165) over BUSHKILL CREEK

Map

Coordinates:
+40.69503, -75.20934
40°41'42" N, 75°12'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2023 (LR 165) over BUSHKILL CREEK
Structure number: 000000000028738
Old structure number: 482023001014070 (from 1992 edition)
Location: NORTH THIRD STREET
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 178.2 ft. [54.3 m]
Roadway width between curbs: 34.1 ft. [10.4 m]
Deck width edge-to-edge: 82.0 ft. [25.0 m]
Owner: State Highway Agency [01]
Year built: 1894
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Poor
Status: Posted for other load-capacity restriction [R]
Average daily traffic: 12,203 [as of 2016]
Truck traffic: 2% of total traffic
Superstructure condition: Serious [3 out of 9]
Substructure condition: Serious [3 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 36.0 tons [32.7 metric tons]
Inventory rating: 21.0 tons [19.1 metric tons]
Sufficiency rating: 26.9
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $2,269,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 26.9 Poor - Serious Serious SD 12203
March 2015 32.3 Poor - Serious Serious SD 8196
March 2014 32.3 Poor - Serious Serious SD 8244
March 2013 48.0 Poor - Serious Serious SD 8244
March 2012 48.0 Poor - Serious Serious SD 8546
March 2011 72.4 Poor - Fair Poor SD 8546
October 2010 69.4 Poor - Fair Poor SD 8387
July 2009 69.4 Poor - Fair Poor SD 8274
December 2008 69.4 Poor - Fair Poor SD 8256
September 2006 85.5 Fair - Fair Fair - 9744
March 2004 85.0 Fair - Fair Fair - 9430
March 2002 84.8 Fair - Fair Fair - 11057
April 2000 84.8 Fair - Fair Fair - 10840
April 1998 84.9 Fair - Fair Fair - 10627
April 1996 85.0 Fair - Fair Fair - 9265
April 1994 85.2 Fair - Fair Fair - 8750
June 1992 85.3 Fair - Fair Fair - 8528
August 1990 70.2 Poor - Poor Fair SD 15776

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Masonry Arch linear ft. 80 17 23 25 15
Substructure
Masonry Pier Wall linear ft. 175 102 31 22 20
Masonry Abutment linear ft. 186 96 50 30 10
Reinforced Concrete Pile Cap/Footing linear ft. 7 7 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 66 54 12 0 0
BridgeReports.com | SR 2006 (LR 48006) over FREYS RUN, Northampton County, Pennsylvania
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SR 2006 (LR 48006) over FREYS RUN

Map

Coordinates:
+40.61943, -75.23116
40°37'10" N, 75°13'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2006 (LR 48006) over FREYS RUN
Structure number: 000000000028714
Old structure number: 482006015005550 (from 1992 edition)
Location: RAUBSVILLE ROAD
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 9.8 ft. [3.0 m]
Total length: 24.0 ft. [7.3 m]
Roadway width between curbs: 21.0 ft. [6.4 m]
Deck width edge-to-edge: 24.6 ft. [7.5 m]
Owner: State Highway Agency [01]
Year built: 1896
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 1,460 [as of 2015]
Truck traffic: 8% of total traffic
Superstructure condition: Serious [3 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 19.9 tons [18.1 metric tons]
Inventory rating: 13.0 tons [11.8 metric tons]
Sufficiency rating: 17.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $35,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 17.0 Poor - Serious Poor SD 1460
March 2015 17.0 Poor - Poor Poor SD 1460
March 2014 50.3 Poor - Poor Poor SD 1159
March 2013 50.3 Poor - Poor Poor SD 1154
March 2012 50.3 Poor - Poor Poor SD 1156
March 2011 50.3 Poor - Poor Poor SD 1156
February 2011 50.3 Poor - Poor Poor SD 1164
July 2009 50.1 Poor - Poor Poor SD 1441
February 2009 50.1 Poor - Fair Poor SD 1441
February 2007 50.1 Poor - Fair Poor SD 1409
February 2005 50.2 Poor - Fair Poor SD 1341
February 2003 66.5 Fair - Fair Fair FO 1179
March 2001 66.5 Fair - Fair Fair FO 1153
April 1999 66.5 Fair - Fair Fair FO 1128
May 1997 66.7 Fair - Fair Fair FO 635
June 1995 66.7 Fair - Satisfactory Fair FO 605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Masonry Arch linear ft. 20 0 12 8 0
Substructure
Masonry Pier Wall linear ft. 25 0 25 0 0
Masonry Abutment linear ft. 50 25 25 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 48 0 48 0 0
BridgeReports.com | Northampton Street over DELAWARE RIVER, Northampton County, Pennsylvania
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Northampton Street over DELAWARE RIVER

Map

Coordinates:
+40.69167, -75.20500
40°41'30" N, 75°12'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Northampton Street over DELAWARE RIVER
Structure number: 000000000028914
Location: CITY OF EASTON
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 299.9 ft. [91.4 m]
Total length: 556.1 ft. [169.5 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 34.1 ft. [10.4 m]
Vertical clearance above deck: 10.5 ft. [3.2 m]
Owner: Local Toll Authority [32]
Year built: 1896
Year reconstructed: 2002
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 3
Main spans material: Steel [3]
Main spans design: Truss - Thru [10]
Deck type: Open Grating [3]

Latest Available Inspection: June 2014

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 31,769 [as of 1993]
Truck traffic: 9% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Meets minimum tolerable limits to be left in place as is [4]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 12.9 tons [11.7 metric tons]
Inventory rating: 6.9 tons [6.3 metric tons]
Sufficiency rating: 6.6
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2014 6.6 Fair Good Fair Good FO 31769
June 2010 20.5 Fair Good Satisfactory Good FO 31769
BridgeReports.com | CONN SR1004&CR620S over DELAWARE River, Northampton County, Pennsylvania
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CONN SR1004&CR620S over DELAWARE River

Map

Coordinates:
+40.82833, -75.08500
40°49'42" N, 75°05'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CONN SR1004&CR620S over DELAWARE River
Structure number: 000000000028847
Location: RIVERTON PA-BELVIDERE NJ
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 170.0 ft. [51.8 m]
Total length: 651.9 ft. [198.7 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 18.4 ft. [5.6 m]
Vertical clearance above deck: 15.4 ft. [4.7 m]
Owner: Local Toll Authority [32]
Year built: 1904
Year reconstructed: 2007
Historic significance: Historical significance is not determinable at this time [4]
Number of main spans: 4
Main spans material: Steel [3]
Main spans design: Truss - Thru [10]
Deck type: Open Grating [3]

Latest Available Inspection: April 2014

Good/Fair/Poor Condition: Good
Status: Posted for load [P]
Average daily traffic: 5,100 [as of 1992]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Meets minimum tolerable limits to be left in place as is [4]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 19.9 tons [18.1 metric tons]
Inventory rating: 18.9 tons [17.2 metric tons]
Sufficiency rating: 43.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2014 43.0 Good Good Good Good - 5100
March 2012 43.0 Good Good Good Good - 5100
BridgeReports.com | GLENDON HILL ROAD over LEHIGH RIVER, Northampton County, Pennsylvania
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GLENDON HILL ROAD over LEHIGH RIVER

Map

Coordinates:
+40.67005, -75.23748
40°40'12" N, 75°14'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: GLENDON HILL ROAD over LEHIGH RIVER
Structure number: 000000000028912
Old structure number: 487302000000010 (from 1992 edition)
Location: HUGH MOORE PARK - CANAL
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 119.1 ft. [36.3 m]
Total length: 357.0 ft. [108.8 m]
Roadway width between curbs: 11.5 ft. [3.5 m]
Deck width edge-to-edge: 17.1 ft. [5.2 m]
Vertical clearance above deck: 13.1 ft. [4.0 m]
Owner: City or Municipal Highway Agency [04]
Year built: 1905
Year reconstructed: 2012
Historic significance: Historical significance is not determinable at this time [4]
Number of main spans: 3
Main spans material: Steel [3]
Main spans design: Truss - Thru [10]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 100 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 42.9 tons [39.0 metric tons]
Inventory rating: 25.0 tons [22.7 metric tons]
Sufficiency rating: 42.2
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $554,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
February 2016 42.2 Poor Satisfactory Poor Fair - 100
February 2014 50.0 Fair Good Fair Fair - 100
February 2013 50.2 Fair Very Good Fair Satisfactory - 100
June 2012 22.5 Poor Very Good Fair Imminent Failure SD 100
June 2010 17.3 Poor Serious Fair Poor SD 100
June 2009 17.4 Poor Serious Fair Poor SD 50
June 2008 35.7 Poor Poor Fair Poor SD 50
June 2007 35.7 Poor Poor Fair Poor SD 50
June 2006 35.7 Poor Poor Fair Poor SD 50
June 2005 35.3 Poor Poor Fair Poor SD 50
June 2004 43.4 Poor Poor Satisfactory Fair SD 50
June 2003 55.4 Fair Fair Satisfactory Satisfactory FO 50
June 2002 53.7 Fair Fair Satisfactory Satisfactory FO 50
June 2001 53.7 Fair Fair Satisfactory Satisfactory FO 50
June 2000 53.7 Fair Fair Satisfactory Satisfactory FO 50
June 1999 53.7 Fair Fair Satisfactory Satisfactory FO 50
June 1998 53.7 Fair Fair Satisfactory Satisfactory FO 50
June 1996 35.7 Poor Fair Satisfactory Poor SD 50
June 1994 46.9 Poor Fair Satisfactory Poor SD 50
July 1992 46.9 Poor Fair Good Poor SD 50
June 1990 52.9 Fair Fair Satisfactory Fair FO 50
BridgeReports.com | SR 611(LR 517) over JACOBY CREEK, Northampton County, Pennsylvania
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SR 611(LR 517) over JACOBY CREEK

Map

Coordinates:
+40.92136, -75.09586
40°55'17" N, 75°05'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 611(LR 517) over JACOBY CREEK
Structure number: 000000000028638
Old structure number: 480611061006680 (from 1992 edition)
Location: PORTLAND
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 27.9 ft. [8.5 m]
Total length: 43.0 ft. [13.1 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 43.0 ft. [13.1 m]
Owner: State Highway Agency [01]
Year built: 1907
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 4,943 [as of 2015]
Truck traffic: 5% of total traffic
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 86.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 86.0 Fair - Fair Fair - 4943
September 2013 86.0 Fair - Fair Fair - 4954
September 2011 85.0 Fair - Fair Fair - 7681
September 2009 85.0 Fair - Fair Fair - 7582
September 2007 85.0 Fair - Fair Fair - 7437
September 2005 85.0 Fair - Fair Fair - 5887
January 2004 85.0 Fair - Fair Fair - 5653
February 2002 85.0 Fair - Fair Fair - 5290
April 2000 85.0 Fair - Fair Fair - 5238
April 1998 85.0 Fair - Fair Fair - 5125
May 1996 97.0 Fair - Satisfactory Satisfactory - 2816

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Arch linear ft. 28 14 6 8 0
Substructure
Reinforced Concrete Abutment linear ft. 146 0 144 2 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 56 0 28 28 0
BridgeReports.com | SHADY LANE over ALLEGHENY CREEK, Northampton County, Pennsylvania
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SHADY LANE over ALLEGHENY CREEK

Map

Coordinates:
+40.85633, -75.09119
40°51'23" N, 75°05'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SHADY LANE over ALLEGHENY CREEK
Structure number: 000000000028886
Old structure number: 487214061800050 (from 1992 edition)
Location: N. OF HARTZELLS FERRY
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 34.1 ft. [10.4 m]
Total length: 34.1 ft. [10.4 m]
Roadway width between curbs: 17.4 ft. [5.3 m]
Deck width edge-to-edge: 19.0 ft. [5.8 m]
Skew angle: 30°
Owner: Town or Township Highway Agency [03]
Year built: 1908
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 66.9
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 66.9 Fair - Satisfactory Fair FO 150
October 2013 66.9 Fair - Satisfactory Fair FO 150
October 2011 66.9 Fair - Satisfactory Fair FO 150
October 2009 66.9 Fair - Satisfactory Fair FO 140
October 2007 66.9 Fair - Satisfactory Fair FO 140
October 2005 66.9 Fair - Satisfactory Fair FO 140
October 2003 78.9 Fair - Satisfactory Good FO 140
BridgeReports.com | TOMAHAWK TRAIL over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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TOMAHAWK TRAIL over HOKENDAUQUA CREEK

Map

Coordinates:
+40.72345, -75.50077
40°43'24" N, 75°30'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: TOMAHAWK TRAIL over HOKENDAUQUA CREEK
Structure number: 000000000028804
Old structure number: 487201047091300 (from 1992 edition)
Location: NW KREIDERSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 48.9 ft. [14.9 m]
Total length: 48.9 ft. [14.9 m]
Roadway width between curbs: 14.8 ft. [4.5 m]
Deck width edge-to-edge: 17.7 ft. [5.4 m]
Owner: County Highway Agency [02]
Year built: 1909
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 9 / H 10 [1]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2010]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 44.9 tons [40.8 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 80.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 80.5 Fair - Satisfactory Satisfactory FO 100
May 2014 80.5 Fair - Satisfactory Satisfactory FO 100
May 2012 80.5 Fair - Satisfactory Satisfactory FO 100
May 2010 81.5 Fair - Satisfactory Satisfactory FO 100
June 2008 62.9 Fair - Satisfactory Good FO 100
October 2005 83.5 Good - Good Good FO 100
October 2003 83.5 Good - Good Good FO 100
October 2001 83.5 Good - Good Good FO 100
October 1999 84.5 Good - Good Good FO 100
October 1997 81.5 Good Good Good Good FO 100
November 1996 81.5 Good Good Good Good FO 100
November 1994 81.5 Good Good Good Good FO 100
January 1993 81.5 Good Good Good Good FO 100
November 1991 81.5 Good Good Good Good FO 100
December 1989 81.5 Good Good Good Good FO 100
BridgeReports.com | PA 329 (LR 175) over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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PA 329 (LR 175) over HOKENDAUQUA CREEK

Map

Coordinates:
+40.69403, -75.49208
40°41'39" N, 75°29'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 329 (LR 175) over HOKENDAUQUA CREEK
Structure number: 000000000028590
Old structure number: 480329003002160 (from 1992 edition)
Location: NORTHAMPTON BORO LINE
Purpose: Carries highway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 63.0 ft. [19.2 m]
Total length: 126.0 ft. [38.4 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 32.8 ft. [10.0 m]
Owner: State Highway Agency [01]
Year built: 1909
Year reconstructed: 1982
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 12,892 [as of 2015]
Truck traffic: 10% of total traffic
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 58.5
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work: $1,691,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 58.5 Fair - Fair Fair FO 12892
April 2014 61.4 Fair - Fair Fair FO 11457
April 2012 61.4 Fair - Fair Fair FO 11465
April 2010 60.7 Fair - Fair Fair FO 12542
April 2008 59.8 Fair - Fair Fair FO 12374
March 2006 61.3 Fair - Fair Fair FO 11634
March 2004 61.5 Fair - Fair Fair FO 11259
April 2002 60.7 Fair - Fair Fair FO 10907
May 2000 60.9 Fair - Fair Fair FO 10587
June 1998 62.5 Fair - Fair Fair FO 7752
June 1996 65.4 Fair - Fair Fair FO 7865
June 1994 65.6 Fair - Fair Satisfactory FO 7636
August 1992 77.4 Fair - Satisfactory Satisfactory FO 7529
October 1990 74.5 Fair - Satisfactory Satisfactory FO 7187

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Arch linear ft. 112 0 105 7 0
Substructure
Reinforced Concrete Pier Wall linear ft. 36 0 26 10 0
Reinforced Concrete Abutment linear ft. 66 41 22 3 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 224 208 16 0 0
BridgeReports.com | BROAD STREET over MONOCACY CK, RR, CITY ST, Northampton County, Pennsylvania
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BROAD STREET over MONOCACY CK, RR, CITY ST

Map

Coordinates:
+40.62239, -75.38357
40°37'21" N, 75°23'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BROAD STREET over MONOCACY CK, RR, CITY ST
Structure number: 000000000028906
Old structure number: 487301000090880 (from 1992 edition)
Location: BROAD STREET
Purpose: Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification: Local (Rural) [09]
Length of largest span: 99.1 ft. [30.2 m]
Total length: 431.1 ft. [131.4 m]
Roadway width between curbs: 41.0 ft. [12.5 m]
Deck width edge-to-edge: 60.0 ft. [18.3 m]
Vertical clearance below bridge: 14.1 ft. [4.3 m]
Owner: County Highway Agency [02]
Year built: 1909
Year reconstructed: 2000
Historic significance: Bridge is eligible for the National Register of Historic Places [2]
Number of main spans: 5
Main spans material: Concrete [1]
Main spans design: Arch - Deck [11]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 4,000 [as of 1980]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 83.8

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 83.8 Fair - Fair Satisfactory - 4000
May 2014 83.8 Fair - Fair Satisfactory - 4000
May 2012 83.8 Fair - Fair Satisfactory - 4000
May 2010 81.8 Fair - Fair Satisfactory FO 4000
June 2008 85.8 Fair - Fair Satisfactory - 4000
October 2005 96.6 Fair - Satisfactory Satisfactory - 4000
October 2003 99.6 Fair Very Good Satisfactory Satisfactory - 4000
October 2001 99.6 Fair Very Good Satisfactory Satisfactory - 4000
October 1999 99.6 Fair Satisfactory Satisfactory Good - 4000
November 1997 99.6 Fair Satisfactory Satisfactory Good - 4000
November 1996 99.6 Fair Satisfactory Satisfactory Good - 4000
December 1994 99.7 Fair Good Satisfactory Good - 4000
January 1993 99.7 Fair Good Satisfactory Good - 4000
February 1992 99.7 Fair Good Satisfactory Good - 4000
January 1990 99.7 Fair Good Satisfactory Good - 4000
BridgeReports.com | ENGLER ROAD over LITTLE BUSHKILL CREEK, Northampton County, Pennsylvania
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ENGLER ROAD over LITTLE BUSHKILL CREEK

Map

Coordinates:
+40.78346, -75.26210
40°47'00" N, 75°15'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: ENGLER ROAD over LITTLE BUSHKILL CREEK
Structure number: 000000000028863
Old structure number: 487213062390780 (from 1992 edition)
Location: E. OF PA 191
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 49.9 ft. [15.2 m]
Total length: 51.8 ft. [15.8 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 18.0 ft. [5.5 m]
Owner: County Highway Agency [02]
Year built: 1910
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 9 / H 10 [1]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 49.9 tons [45.4 metric tons]
Inventory rating: 39.9 tons [36.3 metric tons]
Sufficiency rating: 77.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 77.9 Fair - Satisfactory Satisfactory FO 200
December 2013 78.9 Fair - Satisfactory Satisfactory FO 200
December 2011 78.9 Fair - Satisfactory Satisfactory FO 200
December 2009 64.8 Fair - Satisfactory Good FO 100
March 2008 64.8 Fair - Satisfactory Good FO 100
September 2005 83.4 Good - Very Good Good FO 100
October 2003 83.4 Good - Good Good FO 100
October 2001 83.4 Good - Good Good FO 100
October 1999 83.4 Good - Good Good FO 100
November 1997 83.4 Good - Good Good FO 100
September 1996 83.4 Good Very Good Good Good FO 100
November 1994 83.4 Good Very Good Good Good FO 100
February 1993 80.4 Good Very Good Good Good FO 100
January 1992 80.4 Good Very Good Good Good FO 100
January 1990 80.4 Good Very Good Good Good FO 100
BridgeReports.com | HIGH STREET over NORFOLK (LINE LC0301), Northampton County, Pennsylvania
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HIGH STREET over NORFOLK (LINE LC0301)

Map

Coordinates:
+40.59081, -75.34463
40°35'27" N, 75°20'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: HIGH STREET over NORFOLK (LINE LC0301)
Structure number: 000000000028900
Old structure number: 487301000000020 (from 1992 edition)
Location: W OF PA 412 AT HELLERTOWN
Purpose: Carries highway over railroad
Route classification: Local (Urban) [19]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 67.9 ft. [20.7 m]
Roadway width between curbs: 14.8 ft. [4.5 m]
Deck width edge-to-edge: 16.1 ft. [4.9 m]
Vertical clearance below bridge: 22.0 ft. [6.7 m]
Skew angle: 10°
Owner: Railroad [27]
Year built: 1910
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 13.5 / H 15 [2]
Number of main spans: 3
Main spans material: Wood or timber [7]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Wood or Timber [8]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Fair
Status: Bridge closed to all traffic [K]
Average daily traffic: 900 [as of 2010]
Superstructure condition: Satisfactory [6 out of 9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Sufficiency rating: 8.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 8.0 Fair - Satisfactory - SD 900
June 2013 8.0 Fair - Satisfactory - SD 900
June 2011 8.0 Poor Imminent Failure Satisfactory Imminent Failure SD 900
June 2010 8.0 Poor Fair Satisfactory Critical SD 900
June 2009 15.6 Poor Fair Satisfactory Serious SD 710
June 2007 15.6 Poor Fair Satisfactory Serious SD 710
June 2006 15.6 Poor Fair Satisfactory Serious SD 710
June 2005 14.2 Poor Poor Satisfactory Poor SD 710
June 2004 14.2 Poor Poor Satisfactory Poor SD 710
June 2003 29.8 Fair Satisfactory Satisfactory Fair FO 710
June 2002 31.9 Fair Good Satisfactory Fair FO 710
June 2001 31.9 Fair Good Satisfactory Fair FO 710
June 2000 31.9 Fair Good Satisfactory Fair FO 710
June 1999 30.9 Fair Fair Satisfactory Fair FO 710
June 1998 31.9 Fair Satisfactory Satisfactory Fair FO 710
June 1996 36.0 Fair Satisfactory Satisfactory Fair FO 710
May 1994 54.8 Fair Satisfactory Fair Fair - 710
May 1992 54.8 Fair Satisfactory Good Fair - 710
April 1990 50.7 Fair Satisfactory Good Fair FO 710
BridgeReports.com | SLATEFORD ROAD over SLATEFORD CREEK, Northampton County, Pennsylvania
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SLATEFORD ROAD over SLATEFORD CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SLATEFORD ROAD over SLATEFORD CREEK
Structure number: 000000000028881
Old structure number: 487214073900080 (from 1992 edition)
Location: N. OF PORTLAND -SLATEFORD
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 27.9 ft. [8.5 m]
Total length: 27.9 ft. [8.5 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 36.1 ft. [11.0 m]
Owner: Town or Township Highway Agency [03]
Year built: 1910
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Frame [07]
Deck type: Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 85.0
Recommended work: Other structural work, including hydraulic replacements. [38]
Estimated cost of work: $228,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 85.0 Fair Fair Fair Fair - 200
April 2014 85.0 Fair Fair Fair Fair - 200
April 2012 97.0 Fair - - - - 200
April 2010 97.0 Fair - - - - 200
April 2008 97.0 Fair - - - - 200
January 2006 97.0 Fair - - - - 200
January 2004 97.0 Fair - - - - 200
January 2002 86.0 Fair - - - - 200
January 2000 86.0 Fair - - - - 200
January 1998 86.0 Fair - - - - 200
January 1996 86.0 Fair - - - - 200
January 1994 86.0 Fair - - - - 200
January 1992 86.0 Fair - - - - 200
BridgeReports.com | STONE BRIDGE ROAD over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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STONE BRIDGE ROAD over HOKENDAUQUA CREEK

Map

Coordinates:
+40.72724, -75.48599
40°43'38" N, 75°29'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: STONE BRIDGE ROAD over HOKENDAUQUA CREEK
Structure number: 000000000028807
Old structure number: 487201047391320 (from 1992 edition)
Location: NEAR KREIDERSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 17.1 ft. [5.2 m]
Total length: 58.1 ft. [17.7 m]
Roadway width between curbs: 18.4 ft. [5.6 m]
Deck width edge-to-edge: 22.6 ft. [6.9 m]
Owner: County Highway Agency [02]
Year built: 1910
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 9 / H 10 [1]
Number of main spans: 3
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Other [9]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 30 [as of 2010]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 36.0 tons [32.7 metric tons]
Inventory rating: 24.0 tons [21.8 metric tons]
Sufficiency rating: 56.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 56.8 Poor - Poor Poor SD 30
April 2014 39.0 Poor - Poor Poor SD 30
April 2013 39.0 Poor - Poor Poor SD 30
April 2012 39.0 Poor - Poor Poor SD 30
April 2010 41.0 Poor - Poor Poor SD 30
June 2008 52.6 Fair - Fair Satisfactory - 30
October 2005 58.3 Fair - Satisfactory Satisfactory FO 30
October 2003 58.3 Fair - Satisfactory Satisfactory FO 30
October 2001 58.3 Fair - Satisfactory Satisfactory FO 30
October 1999 58.3 Fair - Satisfactory Satisfactory FO 30
October 1997 40.2 Poor - Poor Satisfactory SD 30
November 1996 37.2 Poor Poor Poor Satisfactory SD 30
November 1994 37.2 Poor Poor Poor Satisfactory SD 30
January 1993 37.2 Poor Poor Poor Poor SD 30
November 1991 37.2 Poor Poor Poor Poor SD 30
December 1989 37.2 Poor Poor Poor Poor SD 30
BridgeReports.com | RASLEYTOWN ROAD over LITTLE BUSHKILL CREEK, Northampton County, Pennsylvania
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RASLEYTOWN ROAD over LITTLE BUSHKILL CREEK

Map

Coordinates:
+40.81483, -75.26646
40°48'53" N, 75°15'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: RASLEYTOWN ROAD over LITTLE BUSHKILL CREEK
Structure number: 000000000028865
Old structure number: 487213062992130 (from 1992 edition)
Location: RASELYTOWN
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 24.9 ft. [7.6 m]
Roadway width between curbs: 16.7 ft. [5.1 m]
Deck width edge-to-edge: 22.0 ft. [6.7 m]
Owner: County Highway Agency [02]
Year built: 1910
Year reconstructed: 1948
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 18 / H 20 [4]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 300 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 49.0 tons [44.5 metric tons]
Inventory rating: 28.9 tons [26.3 metric tons]
Sufficiency rating: 49.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 49.0 Poor Satisfactory Poor Fair SD 300
June 2014 49.0 Poor Satisfactory Poor Fair SD 300
June 2013 49.0 Poor Satisfactory Poor Fair SD 300
December 2011 48.6 Poor Satisfactory Poor Fair SD 300
December 2009 63.3 Fair Satisfactory Satisfactory Satisfactory - 300
March 2008 63.3 Fair Satisfactory Satisfactory Satisfactory - 300
September 2005 82.9 Fair Satisfactory Satisfactory Good - 300
October 2003 82.9 Fair Satisfactory Satisfactory Good - 300
October 2001 82.9 Fair Satisfactory Satisfactory Good - 300
October 1999 82.9 Fair Satisfactory Good Good - 300
November 1997 82.9 Fair Satisfactory Good Good - 300
September 1996 82.9 Fair Satisfactory Good Good - 300
November 1994 82.9 Fair Satisfactory Good Satisfactory - 300
February 1993 79.9 Fair Satisfactory Good Good - 300
January 1992 79.9 Fair Satisfactory Good Good - 300
January 1990 79.9 Fair Satisfactory Good Good - 300
BridgeReports.com | HIGH ST over LEHIGH CANAL + NORFORK, Northampton County, Pennsylvania
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HIGH ST over LEHIGH CANAL + NORFORK

Map

Coordinates:
+40.66966, -75.23473
40°40'11" N, 75°14'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: HIGH ST over LEHIGH CANAL + NORFORK
Structure number: 000000000028923
Old structure number: 487406000091680 (from 1992 edition)
Location: 1 MILE EAST OF LR48010
Purpose: Carries highway and pedestrian walkway over railroad and waterway
Route classification: Local (Rural) [09]
Length of largest span: 126.0 ft. [38.4 m]
Total length: 137.1 ft. [41.8 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 24.9 ft. [7.6 m]
Vertical clearance below bridge: 15.1 ft. [4.6 m]
Owner: County Highway Agency [02]
Year built: 1910
Year reconstructed: 1949
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Truss - Thru [10]
Deck type: Open Grating [3]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Poor
Status: Bridge closed to all traffic [K]
Average daily traffic: 80 [as of 1980]
Deck condition: Fair [5 out of 9]
Superstructure condition: Critical [2 out of 9]
Substructure condition: Poor [4 out of 9]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating: 19.4
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 19.4 Poor Fair Critical Poor SD 80
June 2013 19.4 Poor Fair Critical Poor SD 80
June 2012 25.3 Fair Fair Fair Fair FO 80
June 2011 25.7 Fair Fair Fair Fair FO 80
June 2010 25.7 Fair Fair Fair Satisfactory FO 80
June 2008 25.7 Fair Fair Fair Good FO 80
October 2005 25.5 Fair Fair Fair Good FO 80
October 2003 31.6 Fair Fair Fair Good FO 80
October 2001 31.6 Fair Fair Fair Good FO 80
October 1999 31.6 Fair Fair Fair Good FO 80
November 1997 27.6 Fair Fair Fair Good FO 80
October 1996 31.6 Fair Fair Fair Good FO 80
December 1995 31.6 Fair Fair Fair Good FO 80
December 1993 31.6 Fair Fair Fair Good FO 80
January 1992 31.6 Fair Fair Fair Good FO 80
January 1990 27.6 Fair Fair Fair Good SD 80
BridgeReports.com | LITTLE CREEK ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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LITTLE CREEK ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.79557, -75.18285
40°47'44" N, 75°10'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LITTLE CREEK ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028841
Old structure number: 487208068490430 (from 1992 edition)
Location: 0.7 MILE NORTH OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 44.9 ft. [13.7 m]
Total length: 44.9 ft. [13.7 m]
Roadway width between curbs: 16.4 ft. [5.0 m]
Deck width edge-to-edge: 18.0 ft. [5.5 m]
Skew angle: 45°
Owner: County Highway Agency [02]
Year built: 1911
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 9 / H 10 [1]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 350 [as of 2012]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 19.9 tons [18.1 metric tons]
Inventory rating: 12.0 tons [10.9 metric tons]
Sufficiency rating: 36.2
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 36.2 Fair - Satisfactory Fair FO 350
December 2013 36.0 Fair - Satisfactory Fair FO 350
December 2012 36.1 Fair - Satisfactory Fair FO 350
December 2011 48.7 Fair - Satisfactory Fair FO 200
December 2009 28.5 Poor - Satisfactory Poor SD 150
February 2008 28.5 Poor - Satisfactory Poor SD 150
September 2005 28.3 Poor - Satisfactory Poor SD 150
September 2003 28.3 Poor - Good Poor SD 150
October 2001 28.3 Poor - Good Poor SD 150
October 1999 28.3 Poor - Good Poor SD 150
June 1997 31.8 Poor - Good Poor SD 150
September 1996 31.8 Poor Satisfactory Good Poor SD 150
November 1994 31.8 Poor Satisfactory Poor Poor SD 150
February 1993 31.8 Poor Satisfactory Poor Poor SD 150
December 1991 31.8 Poor - Poor Poor SD 150
January 1990 31.8 Poor Good Poor Poor SD 150
BridgeReports.com | NAGYS HILL ROAD over MARTINS CREEK, Northampton County, Pennsylvania
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NAGYS HILL ROAD over MARTINS CREEK

Map

Coordinates:
+40.81557, -75.20015
40°48'56" N, 75°12'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: NAGYS HILL ROAD over MARTINS CREEK
Structure number: 000000000028892
Old structure number: 487216062591710 (from 1992 edition)
Location: EAST OF SR 1015
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 43.0 ft. [13.1 m]
Total length: 43.0 ft. [13.1 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 19.0 ft. [5.8 m]
Owner: County Highway Agency [02]
Year built: 1911
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2010]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 73.8 tons [67.1 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 85.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 85.5 Fair - Satisfactory Satisfactory FO 100
December 2013 86.5 Fair - Satisfactory Satisfactory FO 100
December 2011 86.5 Fair - Satisfactory Satisfactory FO 100
December 2009 88.5 Fair - Satisfactory Good FO 100
March 2008 88.5 Fair - Satisfactory Good FO 100
August 2005 88.5 Good - Good Good FO 100
September 2003 85.5 Fair Satisfactory Good Good FO 100
October 2001 85.5 Fair Satisfactory Good Good FO 100
October 1999 85.5 Fair Satisfactory Good Good FO 100
October 1997 86.5 Fair Satisfactory Good Good FO 100
September 1996 86.5 Fair Satisfactory Good Good FO 100
October 1994 86.5 Fair Satisfactory Good Good FO 100
December 1992 86.5 Fair Satisfactory Good Good FO 100
November 1991 86.5 Fair Satisfactory Good Good FO 100
January 1990 86.5 Fair Satisfactory Good Good FO 100
BridgeReports.com | RICHARD GARR ROAD over MUD RUN, Northampton County, Pennsylvania
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RICHARD GARR ROAD over MUD RUN

Map

Coordinates:
+40.77216, -75.20965
40°46'20" N, 75°12'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: RICHARD GARR ROAD over MUD RUN
Structure number: 000000000028833
Old structure number: 487208062790570 (from 1992 edition)
Location: 0.5 M. NORTH OF SR 1002
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 32.2 ft. [9.8 m]
Total length: 34.1 ft. [10.4 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 19.0 ft. [5.8 m]
Skew angle:
Owner: County Highway Agency [02]
Year built: 1911
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 9 / H 10 [1]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 80.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 80.0 Fair - Satisfactory Satisfactory FO 150
December 2013 80.0 Fair - Satisfactory Satisfactory FO 150
December 2011 80.0 Fair - Satisfactory Satisfactory FO 150
December 2009 62.8 Fair Good Satisfactory Satisfactory FO 100
June 2008 62.8 Fair Good Satisfactory Satisfactory FO 100
September 2005 83.4 Good Good Good Good FO 100
October 2003 83.4 Good - Good Good FO 100
October 2001 83.4 Good - Good Good FO 100
October 1999 83.4 Good - Good Good FO 100
October 1997 82.4 Good - Good Good FO 100
September 1996 83.4 Good Good Good Good FO 100
November 1994 80.4 Good Good Good Good FO 100
February 1993 80.4 Good Good Good Good FO 100
December 1991 80.4 Good Good Good Good FO 100
January 1990 81.4 Good Good Good Good FO 100
BridgeReports.com | SR 1015 (LR 165) over MARTINS CREEK, Northampton County, Pennsylvania
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SR 1015 (LR 165) over MARTINS CREEK

Map

Coordinates:
+40.86539, -75.20419
40°51'55" N, 75°12'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1015 (LR 165) over MARTINS CREEK
Structure number: 000000000028678
Old structure number: 481015015017750 (from 1992 edition)
Location: S.MAIN STREET
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 35.1 ft. [10.7 m]
Roadway width between curbs: 26.6 ft. [8.1 m]
Deck width edge-to-edge: 39.4 ft. [12.0 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1911
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Poor
Status: Posted for other load-capacity restriction [R]
Average daily traffic: 1,342 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 80.9 tons [73.5 metric tons]
Inventory rating: 47.9 tons [43.5 metric tons]
Sufficiency rating: 53.9
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 53.9 Poor Fair Fair Poor SD 1342
June 2013 53.9 Poor Fair Fair Poor SD 1350
June 2011 53.8 Poor Fair Fair Poor SD 1757
June 2009 53.8 Poor Fair Fair Poor SD 1702
July 2007 48.6 Poor Fair Fair Poor SD 3438

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 277 93 140 44 0
Deck
Reinforced Concrete Deck sq. ft. 1,374 1,140 234 0 0
Wearing Surfaces sq. ft. 936 936 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 146 106 40 0 0
Bearings
Enclosed/Concealed Bearing each 18 18 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 70 70 0 0 0
BridgeReports.com | SR 512 (LR 165) over MARTINS CREEK, Northampton County, Pennsylvania
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SR 512 (LR 165) over MARTINS CREEK

Map

Coordinates:
+40.86601, -75.20444
40°51'58" N, 75°12'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 512 (LR 165) over MARTINS CREEK
Structure number: 000000000028613
Old structure number: 480512044014280 (from 1992 edition)
Location: MARKET STREET
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 36.1 ft. [11.0 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 42.0 ft. [12.8 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1911
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 7,121 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 65.5
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 65.5 Fair Fair Fair Fair FO 7121
July 2013 65.5 Fair Fair Fair Fair FO 7163
July 2011 65.5 Fair Fair Fair Fair FO 7167
July 2009 65.4 Fair Fair Fair Fair FO 8033
July 2007 65.4 Fair Fair Fair Fair FO 7986
July 2005 64.7 Fair Fair Fair Fair FO 8699
July 2003 64.8 Fair Fair Fair Fair FO 8444
July 2001 65.8 Fair Satisfactory Fair Fair FO 8278
September 1999 65.6 Fair Satisfactory Fair Fair FO 9804
October 1997 65.6 Fair Satisfactory Fair Fair FO 9405
November 1995 66.0 Fair Satisfactory Fair Fair FO 8935

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 433 0 300 118 15
Deck
Reinforced Concrete Deck sq. ft. 1,506 1,250 256 0 0
Wearing Surfaces sq. ft. 1,026 975 51 0 0
Substructure
Reinforced Concrete Abutment linear ft. 113 0 103 10 0
Bearings
Enclosed/Concealed Bearing each 26 26 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 72 72 0 0 0
BridgeReports.com | WALKER ROAD over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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WALKER ROAD over HOKENDAUQUA CREEK

Map

Coordinates:
+40.76507, -75.46467
40°45'54" N, 75°27'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: WALKER ROAD over HOKENDAUQUA CREEK
Structure number: 000000000028858
Old structure number: 487211058691390 (from 1992 edition)
Location: WEST OF SR 4005
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 47.9 ft. [14.6 m]
Total length: 47.9 ft. [14.6 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 19.0 ft. [5.8 m]
Skew angle: 20°
Owner: County Highway Agency [02]
Year built: 1911
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 150 [as of 2010]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 39.9 tons [36.3 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 77.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 77.0 Fair - Satisfactory Satisfactory FO 150
March 2014 77.0 Fair - Satisfactory Satisfactory FO 150
March 2013 48.4 Fair - Satisfactory Satisfactory FO 150
March 2012 67.1 Fair - Satisfactory Satisfactory FO 150
March 2010 70.1 Fair - Satisfactory Satisfactory FO 150
May 2008 70.1 Fair Good Satisfactory Satisfactory FO 150
October 2005 70.8 Good Good Good Good FO 150
October 2003 70.8 Good Good Good Good FO 150
October 2001 70.8 Good Good Good Good FO 150
October 1999 70.8 Good Good Good Good FO 150
November 1997 70.8 Good Good Good Good FO 150
October 1996 70.8 Good Good Good Good FO 150
November 1994 70.8 Good Good Good Good FO 150
February 1993 70.8 Good Good Good Good FO 150
November 1991 70.8 Good Good Good Good FO 150
December 1989 70.8 Good Good Good Good FO 150
BridgeReports.com | SR 1015(LR 165) over MARTINS CREEK, Northampton County, Pennsylvania
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SR 1015(LR 165) over MARTINS CREEK

Map

Coordinates:
+40.86594, -75.20450
40°51'57" N, 75°12'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1015(LR 165) over MARTINS CREEK
Structure number: 000000000028679
Old structure number: 481015015019900 (from 1992 edition)
Location: BROADWAY
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 34.1 ft. [10.4 m]
Total length: 36.1 ft. [11.0 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 43.6 ft. [13.3 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1911
Year reconstructed: 1989
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,342 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inventory rating: 85.8 tons [78.0 metric tons]
Sufficiency rating: 65.8

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 65.8 Fair Fair Fair Satisfactory FO 1342
June 2014 65.9 Fair Fair Fair Satisfactory FO 1350
July 2012 65.9 Fair Fair Fair Satisfactory FO 1757
July 2010 77.9 Fair Satisfactory Satisfactory Satisfactory FO 1725
September 2008 77.9 Fair Satisfactory Satisfactory Satisfactory FO 1702
July 2006 77.8 Fair Satisfactory Satisfactory Satisfactory FO 3438

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 315 315 0 0 0
Steel Girder/Beam linear ft. 70 0 60 10 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 1,470 0 1,470 0 0
Substructure
Masonry Abutment linear ft. 84 69 15 0 0
Bearings
Elastomeric Bearing each 18 18 0 0 0
Enclosed/Concealed Bearing each 4 4 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 36 36 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Reinforced Concrete Bridge Rail linear ft. 36 36 0 0 0
BridgeReports.com | MACADA ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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MACADA ROAD over MONOCACY CREEK

Map

Coordinates:
+40.65419, -75.38099
40°39'15" N, 75°22'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MACADA ROAD over MONOCACY CREEK
Structure number: 000000000028910
Old structure number: 487301043190950 (from 1992 edition)
Location: W. OF SR 3011 (CENTER ST)
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 137.1 ft. [41.8 m]
Roadway width between curbs: 23.0 ft. [7.0 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Skew angle: 15°
Owner: County Highway Agency [02]
Year built: 1911
Year reconstructed: 2014
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Number of main spans: 4
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 400 [as of 2010]
Deck condition: Very Good [8 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 36.0 tons [32.7 metric tons]
Inventory rating: 21.0 tons [19.1 metric tons]
Sufficiency rating: 57.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $134,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 57.0 Fair Very Good Fair Fair - 400
April 2014 38.7 Poor Poor Poor Fair SD 400
April 2013 38.9 Poor Poor Poor Fair SD 400
April 2012 52.9 Fair Satisfactory Fair Fair - 400
April 2010 79.9 Fair - Satisfactory Satisfactory - 400
June 2008 79.9 Fair - Satisfactory Good - 400
October 2005 79.9 Fair - Satisfactory Good - 400
October 2003 79.9 Fair - Satisfactory Good - 400
October 2001 79.9 Fair - Satisfactory Good - 400
October 1999 79.9 Fair Satisfactory Satisfactory Good - 400
December 1997 79.9 Fair Satisfactory Satisfactory Good - 400
November 1996 79.9 Fair Satisfactory Satisfactory Good - 400
November 1994 79.9 Fair Satisfactory Satisfactory Good - 400
January 1993 79.9 Fair Satisfactory Satisfactory Good - 400
February 1992 79.9 Fair Satisfactory Satisfactory Good - 400
January 1990 79.9 Fair Satisfactory Satisfactory Good - 400
BridgeReports.com | DR.GEO.S.SMITH BRG over LEHIGH RIVER, Northampton County, Pennsylvania
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DR.GEO.S.SMITH BRG over LEHIGH RIVER

Map

Coordinates:
+40.68656, -75.20813
40°41'12" N, 75°12'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: DR.GEO.S.SMITH BRG over LEHIGH RIVER
Structure number: 000000000028626
Old structure number: 480611018000460 (from 1992 edition)
Location: DR.GEORGE S. SMITH BRIDGE
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 100.1 ft. [30.5 m]
Total length: 299.9 ft. [91.4 m]
Roadway width between curbs: 76.1 ft. [23.2 m]
Deck width edge-to-edge: 95.1 ft. [29.0 m]
Vertical clearance above deck: 16.1 ft. [4.9 m]
Skew angle: 10°
Owner: State Highway Agency [01]
Year built: 1912
Year reconstructed: 1991
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Concrete [1]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 19,383 [as of 2015]
Truck traffic: 5% of total traffic
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 70.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 70.0 Fair - Satisfactory Fair - 19383
December 2012 76.2 Fair - Satisfactory Fair - 9924
December 2010 76.4 Fair - Satisfactory Fair - 9740
December 2008 88.5 Fair - Good Satisfactory - 9740
September 2006 80.0 Fair - Good Satisfactory - 19873
March 2004 80.0 Fair - Good Satisfactory - 25373
March 2002 80.0 Fair - Good Satisfactory - 21446
April 2000 84.3 Fair - Good Satisfactory - 11344
May 1998 88.7 Fair - Good Satisfactory - 5614
May 1996 89.1 Fair - Good Satisfactory - 5031
May 1994 78.6 Fair - Very Good Satisfactory - 4818
July 1992 72.9 Fair - Very Good Satisfactory - 31216
BridgeReports.com | KRESSMAN ROAD over FREYS RUN CREEK, Northampton County, Pennsylvania
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KRESSMAN ROAD over FREYS RUN CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: KRESSMAN ROAD over FREYS RUN CREEK
Structure number: 000000000028898
Old structure number: 487217041090080 (from 1992 edition)
Location: 0.3 MILE WEST OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 32.2 ft. [9.8 m]
Roadway width between curbs: 17.1 ft. [5.2 m]
Deck width edge-to-edge: 21.0 ft. [6.4 m]
Owner: County Highway Agency [02]
Year built: 1913
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 75 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Meets minimum tolerable limits to be left in place as is [4]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 80.9 tons [73.5 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 83.5
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $153,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 83.5 Fair Satisfactory Satisfactory Satisfactory FO 75
June 2014 83.5 Fair Satisfactory Satisfactory Satisfactory FO 75
June 2013 84.5 Fair Satisfactory Satisfactory Satisfactory FO 75
June 2012 52.5 Fair Satisfactory Satisfactory Satisfactory FO 75
June 2010 62.5 Fair Satisfactory Good Satisfactory FO 50
June 2008 62.5 Fair Satisfactory Satisfactory Satisfactory FO 50
September 2005 62.3 Fair Satisfactory Good Good FO 50
October 2003 62.3 Fair Satisfactory Good Good FO 50
October 2001 62.3 Fair Satisfactory Good Good FO 50
October 1999 84.5 Good Good Good Good FO 50
October 1997 65.7 Good Good Good Good FO 50
October 1996 65.7 Good Good Good Good FO 50
December 1995 65.7 Good Good Good Good FO 50
December 1993 65.7 Good Good Good Good FO 50
January 1992 65.7 Good Good Good Good FO 50
January 1990 65.7 Good Good Good Good FO 50
BridgeReports.com | RIVER ROAD over ALLEGHENY CREEK, Northampton County, Pennsylvania
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RIVER ROAD over ALLEGHENY CREEK

Map

Coordinates:
+40.85288, -75.09183
40°51'10" N, 75°05'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: RIVER ROAD over ALLEGHENY CREEK
Structure number: 000000000028885
Old structure number: 487214080600040 (from 1992 edition)
Location: 2.4 MI N OF RIVERTON
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 60.0 ft. [18.3 m]
Total length: 60.0 ft. [18.3 m]
Roadway width between curbs: 15.4 ft. [4.7 m]
Deck width edge-to-edge: 17.4 ft. [5.3 m]
Skew angle: 45°
Owner: Town or Township Highway Agency [03]
Year built: 1913
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 450 [as of 2010]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 36.0 tons [32.7 metric tons]
Inventory rating: 24.0 tons [21.8 metric tons]
Sufficiency rating: 55.2
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 55.2 Fair - Fair Good FO 450
October 2013 66.6 Fair - Fair Good FO 450
October 2011 66.6 Fair - Fair Good FO 450
October 2009 66.6 Fair - Fair Good FO 450
October 2007 66.6 Fair - Fair Good FO 450
October 2005 18.7 Poor - Fair Critical SD 450
October 2003 78.7 Fair - Satisfactory Good FO 450
October 2001 77.6 Fair - Satisfactory Good FO 450
October 1999 77.6 Fair - Satisfactory Good FO 450
October 1997 77.6 Fair - Satisfactory Good FO 450
October 1995 77.7 Good - Good Good FO 450
October 1993 77.7 Good - Good Good FO 450
October 1991 77.7 Good - Good Good FO 450
January 1990 75.6 Fair - Satisfactory Satisfactory FO 450
BridgeReports.com | SPRUCE DRIVE over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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SPRUCE DRIVE over HOKENDAUQUA CREEK

Map

Coordinates:
+40.74419, -75.48291
40°44'39" N, 75°28'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SPRUCE DRIVE over HOKENDAUQUA CREEK
Structure number: 000000000028831
Old structure number: 487207063591770 (from 1992 edition)
Location: 1 MILE SOUTH OF PA 248
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 56.1 ft. [17.1 m]
Total length: 56.1 ft. [17.1 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 19.0 ft. [5.8 m]
Owner: County Highway Agency [02]
Year built: 1913
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 90 [as of 2010]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 15.0 tons [13.6 metric tons]
Inventory rating: 9.0 tons [8.2 metric tons]
Sufficiency rating: 45.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
February 2016 45.7 Fair - Satisfactory Satisfactory FO 90
March 2014 45.5 Fair - Satisfactory Satisfactory FO 90
March 2013 45.7 Fair - Satisfactory Satisfactory FO 90
March 2012 45.7 Fair - Satisfactory Satisfactory FO 90
March 2010 55.0 Fair - Satisfactory Satisfactory FO 80
May 2008 55.0 Fair - Satisfactory Satisfactory FO 80
October 2005 54.8 Fair - Satisfactory Good FO 80
October 2003 54.8 Fair Good Satisfactory Good FO 80
October 2001 54.8 Fair Good Satisfactory Good FO 80
October 1999 88.5 Good Good Good Good FO 80
October 1997 56.7 Good Good Good Good FO 80
November 1996 56.7 Good Good Good Good FO 80
October 1994 56.7 Good Good Good Good FO 80
December 1992 56.7 Good Good Good Good FO 80
November 1991 56.7 Good Good Good Good FO 80
December 1989 56.7 Good Good Good Good FO 80
BridgeReports.com | LEFEVRE ROAD over LITTLE BUSHKILL CREEK, Northampton County, Pennsylvania
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LEFEVRE ROAD over LITTLE BUSHKILL CREEK

Map

Coordinates:
+40.75628, -75.26148
40°45'23" N, 75°15'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LEFEVRE ROAD over LITTLE BUSHKILL CREEK
Structure number: 000000000028935
Old structure number: 487414062790660 (from 1992 edition)
Location: 0.5 M. EAST OF PA 191
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 53.2 ft. [16.2 m]
Roadway width between curbs: 17.1 ft. [5.2 m]
Deck width edge-to-edge: 17.1 ft. [5.2 m]
Owner: County Highway Agency [02]
Year built: 1914
Year reconstructed: 1948
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 250 [as of 1980]
Deck condition: Poor [4 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 30.9 tons [28.1 metric tons]
Inventory rating: 17.9 tons [16.3 metric tons]
Sufficiency rating: 44.6
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $110,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 44.6 Poor Poor Fair Fair SD 250
May 2014 44.6 Poor Poor Fair Fair SD 250
May 2013 55.7 Fair Fair Satisfactory Satisfactory FO 250
May 2012 77.8 Fair Fair Satisfactory Satisfactory FO 250
May 2010 77.8 Fair Satisfactory Satisfactory Satisfactory FO 250
June 2008 77.8 Fair Satisfactory Satisfactory Satisfactory FO 250
November 2005 80.8 Fair Satisfactory Satisfactory Good FO 250
November 2003 80.8 Fair Satisfactory Satisfactory Good FO 250
November 2001 80.8 Fair Satisfactory Satisfactory Good FO 250
November 1999 80.8 Fair Satisfactory Satisfactory Good FO 250
November 1997 80.8 Fair Satisfactory Satisfactory Good FO 250
December 1996 50.0 Fair Satisfactory Satisfactory Good FO 250
December 1995 52.0 Fair Satisfactory Satisfactory Good FO 250
December 1993 52.0 Fair Satisfactory Satisfactory Good FO 250
January 1992 26.4 Poor Satisfactory Satisfactory Poor SD 250
January 1990 26.4 Poor Satisfactory Satisfactory Poor SD 250
BridgeReports.com | BOWERS ROAD over BUSHKILL CREEK, Northampton County, Pennsylvania
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BOWERS ROAD over BUSHKILL CREEK

Map

Coordinates:
+40.77236, -75.31445
40°46'20" N, 75°18'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BOWERS ROAD over BUSHKILL CREEK
Structure number: 000000000028816
Old structure number: 487203063090760 (from 1992 edition)
Location: EAST OF SR 4023/4025 INT.
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 42.0 ft. [12.8 m]
Total length: 44.0 ft. [13.4 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 20.0 ft. [6.1 m]
Owner: County Highway Agency [02]
Year built: 1915
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Other [00]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 50 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 74.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 74.5 Fair Satisfactory Satisfactory Fair FO 50
April 2014 74.5 Fair Satisfactory Satisfactory Fair FO 50
April 2012 74.5 Fair Satisfactory Satisfactory Fair FO 50
April 2010 85.5 Fair Satisfactory Satisfactory Satisfactory FO 50
May 2008 66.9 Fair Satisfactory Satisfactory Satisfactory FO 50
November 2005 87.5 Fair Good Good Satisfactory FO 50
November 2003 88.5 Fair Good Good Satisfactory FO 50
November 2001 88.5 Fair Good Good Satisfactory FO 50
December 1999 88.5 Fair Good Good Satisfactory FO 50
December 1997 88.5 Fair Satisfactory Satisfactory Satisfactory FO 50
October 1996 87.5 Fair Satisfactory Satisfactory Satisfactory FO 50
December 1995 85.5 Fair Satisfactory Satisfactory Satisfactory FO 50
December 1993 85.5 Fair Satisfactory Satisfactory Satisfactory FO 50
December 1991 85.5 Fair Satisfactory Satisfactory Satisfactory FO 50
December 1989 85.5 Fair Satisfactory Satisfactory Satisfactory FO 50
BridgeReports.com | SR 1033(LR48089SP) over MARTINS CREEK, Northampton County, Pennsylvania
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SR 1033(LR48089SP) over MARTINS CREEK

Map

Coordinates:
+40.86930, -75.20678
40°52'09" N, 75°12'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1033(LR48089SP) over MARTINS CREEK
Structure number: 000000000028696
Old structure number: 481033001000340 (from 1992 edition)
Location: BANGOR BORO-PA.AVE.
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 44.9 ft. [13.7 m]
Total length: 44.9 ft. [13.7 m]
Roadway width between curbs: 30.8 ft. [9.4 m]
Deck width edge-to-edge: 46.9 ft. [14.3 m]
Skew angle: 20°
Owner: State Highway Agency [01]
Year built: 1915
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 2,007 [as of 2016]
Truck traffic: 6% of total traffic
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 81.5
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $95,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 81.5 Fair - Fair Fair - 2007
December 2013 81.5 Fair - Fair Fair - 2019
January 2012 81.5 Fair - Satisfactory Fair - 2186
January 2010 81.5 Fair - Satisfactory Fair - 2117
January 2008 36.5 Fair - Satisfactory Fair FO 2082
January 2006 81.5 Fair - Satisfactory Fair - 2013
February 2004 82.5 Fair - Satisfactory Fair - 1977
February 2002 74.0 Fair - Satisfactory Fair - 3653
April 2000 85.0 Fair - Satisfactory Satisfactory - 3581
May 1998 74.0 Fair - Fair Fair - 3511
May 1996 74.0 Fair - Fair Fair - 4905
June 1994 74.3 Fair - Fair Fair - 4632
August 1992 85.3 Fair - Satisfactory Satisfactory - 4515
November 1990 74.3 Fair - Fair Satisfactory - 4212

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Arch linear ft. 45 20 19 6 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 90 76 14 0 0
BridgeReports.com | CLEARFIELD ROAD over BUSHKILL CREEK, Northampton County, Pennsylvania
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CLEARFIELD ROAD over BUSHKILL CREEK

Map

Coordinates:
+40.77537, -75.33969
40°46'31" N, 75°20'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CLEARFIELD ROAD over BUSHKILL CREEK
Structure number: 000000000028815
Old structure number: 487203062691840 (from 1992 edition)
Location: E OF MOORESTOWN
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 28.9 ft. [8.8 m]
Total length: 30.8 ft. [9.4 m]
Roadway width between curbs: 17.4 ft. [5.3 m]
Deck width edge-to-edge: 19.4 ft. [5.9 m]
Owner: County Highway Agency [02]
Year built: 1917
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 150 [as of 1980]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 81.8 tons [74.4 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 65.9
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $144,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 65.9 Fair Fair Fair Fair FO 150
April 2014 65.9 Fair Fair Fair Fair FO 150
April 2013 65.9 Fair Fair Fair Fair FO 150
April 2012 35.6 Fair Fair Fair Fair FO 150
April 2010 47.9 Fair Fair Fair Fair FO 150
May 2008 47.9 Fair Fair Fair Fair FO 150
November 2005 47.7 Fair Fair Fair Fair FO 150
November 2003 47.7 Fair Fair Fair Fair FO 150
November 2001 47.7 Fair Fair Fair Fair FO 150
December 1999 65.9 Fair Fair Fair Fair FO 150
December 1997 48.1 Fair Fair Fair Fair FO 150
October 1996 48.1 Fair Fair Fair Fair FO 150
December 1994 48.1 Fair Fair Fair Fair FO 150
February 1993 48.1 Fair Fair Fair Fair FO 150
December 1991 48.1 Fair Fair Fair Fair FO 150
December 1989 48.1 Fair Fair Fair Fair FO 150
BridgeReports.com | LITTLE CREEK ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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LITTLE CREEK ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.78876, -75.18449
40°47'20" N, 75°11'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LITTLE CREEK ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028843
Old structure number: 487208068491850 (from 1992 edition)
Location: 1 M. NORTH OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.0 ft. [7.3 m]
Total length: 25.9 ft. [7.9 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 18.7 ft. [5.7 m]
Skew angle:
Owner: County Highway Agency [02]
Year built: 1917
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Meets minimum tolerable limits to be left in place as is [4]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 85.8 tons [78.0 metric tons]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 64.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $75,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
February 2016 64.8 Fair Fair Fair Fair FO 200
February 2014 64.8 Fair Fair Fair Fair FO 200
February 2012 64.8 Fair Fair Fair Fair FO 200
February 2010 63.8 Fair Fair Fair Fair FO 150
February 2008 63.8 Fair Fair Fair Fair FO 150
September 2005 67.8 Fair Satisfactory Fair Fair FO 150
September 2003 67.8 Fair Satisfactory Fair Fair FO 150
October 2001 67.8 Fair Satisfactory Fair Fair FO 150
October 1999 67.8 Fair Satisfactory Fair Fair FO 150
October 1997 51.8 Poor Satisfactory Fair Poor SD 150
September 1996 51.8 Poor Satisfactory Fair Poor SD 150
November 1994 51.8 Poor Satisfactory Fair Poor SD 150
January 1993 51.8 Poor Satisfactory Fair Poor SD 150
March 1992 51.8 Poor Satisfactory Fair Poor SD 150
January 1990 48.8 Poor Satisfactory Fair Poor SD 150
BridgeReports.com | DOGWOOD DRIVE over LITTLE INDIAN CREEK, Northampton County, Pennsylvania
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DOGWOOD DRIVE over LITTLE INDIAN CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: DOGWOOD DRIVE over LITTLE INDIAN CREEK
Structure number: 000000000028830
Old structure number: 487207054191880 (from 1992 edition)
Location: NEAR SR 4003
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 21.0 ft. [6.4 m]
Total length: 22.0 ft. [6.7 m]
Roadway width between curbs: 15.1 ft. [4.6 m]
Deck width edge-to-edge: 19.0 ft. [5.8 m]
Owner: County Highway Agency [02]
Year built: 1919
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 86.8 tons [78.9 metric tons]
Inventory rating: 51.9 tons [47.2 metric tons]
Sufficiency rating: 73.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
February 2016 73.5 Fair Fair Fair Satisfactory FO 100
March 2014 73.5 Fair Fair Fair Satisfactory FO 100
April 2012 73.5 Fair Fair Fair Satisfactory FO 100
April 2010 68.5 Fair Fair Fair Satisfactory FO 100
May 2008 83.5 Fair Satisfactory Satisfactory Satisfactory FO 100
August 2005 83.5 Fair Satisfactory Satisfactory Satisfactory FO 100
October 2003 83.5 Good Good Good Good FO 100
October 2001 83.5 Good Good Good Good FO 100
November 1996 83.5 Good Good Good Good - 100
October 1994 83.5 Fair Good Good Satisfactory FO 100
December 1992 83.5 Fair Good Good Satisfactory FO 100
November 1991 83.5 Fair Good Good Satisfactory FO 100
December 1989 83.5 Fair Good Good Satisfactory FO 100
BridgeReports.com | SR 1015 (LR 165) over WALTZ CREEK, Northampton County, Pennsylvania
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SR 1015 (LR 165) over WALTZ CREEK

Map

Coordinates:
+40.82486, -75.20298
40°49'30" N, 75°12'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1015 (LR 165) over WALTZ CREEK
Structure number: 000000000028672
Old structure number: 481015008016770 (from 1992 edition)
Location: @ INT. WITH T-604
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 19.0 ft. [5.8 m]
Total length: 45.9 ft. [14.0 m]
Roadway width between curbs: 26.9 ft. [8.2 m]
Deck width edge-to-edge: 30.5 ft. [9.3 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1919
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Slab [01]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 1,275 [as of 2014]
Truck traffic: 7% of total traffic
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 63.9 tons [58.1 metric tons]
Inventory rating: 38.0 tons [34.5 metric tons]
Sufficiency rating: 53.8
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work: $431,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 53.8 Poor Poor Poor Fair SD 1275
April 2014 53.8 Poor Poor Poor Fair SD 1275
April 2012 51.4 Poor Poor Poor Fair SD 1876
April 2010 48.6 Poor Poor Poor Fair SD 1842
April 2008 47.6 Poor Poor Poor Fair SD 1842
February 2006 49.2 Poor Poor Poor Fair SD 1878
February 2005 49.2 Poor Poor Poor Fair SD 1878
February 2004 49.4 Poor Poor Poor Fair SD 1762
February 2003 49.5 Poor Poor Poor Fair SD 1727
February 2002 49.6 Poor Poor Poor Fair SD 1676
February 2001 49.5 Poor Poor Poor Fair SD 1703
February 2000 49.5 Poor Poor Poor Fair SD 1703
February 1999 49.9 Poor Poor Poor Fair SD 1535
February 1997 48.8 Poor Poor Poor Fair SD 1470
March 1996 65.5 Fair Fair Fair Fair - 1409

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Pier Wall linear ft. 41 33 0 8 0
Reinforced Concrete Abutment linear ft. 96 0 96 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 42 42 0 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Reinforced Concrete Bridge Rail linear ft. 42 4 20 18 0
Deck
Reinforced Concrete Slab sq. ft. 1,155 728 0 427 0
Wearing Surfaces sq. ft. 1,155 1,155 0 0 0
BridgeReports.com | DELPS ROAD over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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DELPS ROAD over HOKENDAUQUA CREEK

Map

Coordinates:
+40.79731, -75.42840
40°47'50" N, 75°25'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: DELPS ROAD over HOKENDAUQUA CREEK
Structure number: 000000000028859
Old structure number: 487211058891460 (from 1992 edition)
Location: NORTH OF KLECKNERSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 28.9 ft. [8.8 m]
Roadway width between curbs: 12.1 ft. [3.7 m]
Deck width edge-to-edge: 15.4 ft. [4.7 m]
Skew angle: 18°
Owner: County Highway Agency [02]
Year built: 1920
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 90 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 23.0 tons [20.9 metric tons]
Inventory rating: 14.0 tons [12.7 metric tons]
Sufficiency rating: 27.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 27.0 Poor Fair Fair Poor SD 90
April 2014 27.0 Poor Fair Fair Poor SD 90
April 2013 27.0 Poor Fair Satisfactory Poor SD 90
April 2012 35.8 Poor Fair Satisfactory Poor SD 90
April 2010 68.2 Fair Satisfactory Satisfactory Satisfactory FO 80
May 2008 68.2 Fair Satisfactory Satisfactory Satisfactory FO 80
October 2005 68.0 Fair Satisfactory Satisfactory Satisfactory FO 80
October 2003 68.0 Fair Satisfactory Satisfactory Satisfactory FO 80
October 2001 68.0 Fair Satisfactory Satisfactory Satisfactory FO 80
October 1999 68.0 Fair Satisfactory Satisfactory Satisfactory FO 80
November 1997 45.5 Fair Satisfactory Satisfactory Satisfactory FO 80
October 1996 45.5 Fair Satisfactory Satisfactory Satisfactory FO 80
November 1994 45.5 Fair Satisfactory Satisfactory Satisfactory FO 80
February 1993 45.5 Fair Satisfactory Satisfactory Satisfactory FO 80
November 1991 45.5 Fair Satisfactory Satisfactory Satisfactory FO 80
December 1989 45.5 Fair Satisfactory Satisfactory Satisfactory SD 80
BridgeReports.com | NORTHAMPTON ST over SILVER CREEK, Northampton County, Pennsylvania
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NORTHAMPTON ST over SILVER CREEK

Map

Coordinates:
+40.57878, -75.33921
40°34'44" N, 75°20'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: NORTHAMPTON ST over SILVER CREEK
Structure number: 000000000028927
Old structure number: 487407000000030 (from 1992 edition)
Location: SOUTH OF WATER ST
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 21.0 ft. [6.4 m]
Total length: 22.0 ft. [6.7 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 56.8 ft. [17.3 m]
Owner: City or Municipal Highway Agency [04]
Year built: 1920
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,900 [as of 2009]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 86.8 tons [78.9 metric tons]
Inventory rating: 51.9 tons [47.2 metric tons]
Sufficiency rating: 85.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 85.9 Fair Good Satisfactory Fair - 1900
September 2013 85.9 Fair Good Satisfactory Fair - 1900
September 2011 85.9 Fair Good Satisfactory Fair - 1900
September 2009 85.9 Fair Good Satisfactory Fair - 1900
September 2007 85.9 Fair Good Satisfactory Fair - 1900
September 2005 85.8 Fair Good Satisfactory Fair - 1900
September 2003 85.8 Fair Good Satisfactory Fair - 1900
September 2001 85.8 Fair Satisfactory Satisfactory Fair - 1900
September 1999 85.8 Fair Good Satisfactory Fair - 1900
September 1997 97.8 Fair Good Good Satisfactory - 1900
October 1995 97.9 Good Good Good Good - 1900
November 1993 97.9 Good Good Good Good - 1900
November 1991 97.9 Good Good Good Good - 1900
BridgeReports.com | SR 1015 (LR 165) over MARTINS CREEK, Northampton County, Pennsylvania
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SR 1015 (LR 165) over MARTINS CREEK

Map

Coordinates:
+40.83074, -75.19897
40°49'51" N, 75°11'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1015 (LR 165) over MARTINS CREEK
Structure number: 000000000028674
Old structure number: 481015009024370 (from 1992 edition)
Location: @ INT. WITH T-690
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 68.9 ft. [21.0 m]
Roadway width between curbs: 24.9 ft. [7.6 m]
Deck width edge-to-edge: 27.6 ft. [8.4 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1920
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 1,275 [as of 2014]
Truck traffic: 7% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 60.8 tons [55.3 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 50.9
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 50.9 Poor Fair Poor Poor SD 1275
August 2013 50.9 Poor Fair Poor Poor SD 1275
August 2011 49.8 Poor Fair Poor Fair SD 1876
August 2009 49.9 Poor Fair Poor Fair SD 1842
August 2007 49.7 Poor Fair Poor Fair SD 1942
August 2005 49.8 Poor Fair Poor Fair SD 1878
August 2003 50.0 Poor Fair Poor Fair SD 1762
August 2001 50.2 Poor Fair Poor Fair SD 1676
October 1999 67.0 Fair Fair Fair Fair - 1703
October 1997 67.3 Fair Fair Fair Fair - 1502
November 1995 67.0 Fair Fair Fair Fair - 1470
December 1993 67.0 Fair Fair Fair Satisfactory - 1409
March 1992 67.0 Fair Fair Fair Satisfactory - 1409
June 1990 67.1 Fair Fair Fair Satisfactory - 1353

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 502 245 51 206 0
Deck
Reinforced Concrete Deck sq. ft. 1,852 1,167 0 685 0
Wearing Surfaces sq. ft. 1,650 1,650 0 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 36 30 5 1 0
Reinforced Concrete Abutment linear ft. 102 97 4 1 0
Reinforced Concrete Pile Cap/Footing linear ft. 7 7 0 0 0
Bearings
Enclosed/Concealed Bearing each 24 24 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 134 104 10 20 0
BridgeReports.com | VALLEY VIEW ROAD over CATASAUQUA CREEK, Northampton County, Pennsylvania
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VALLEY VIEW ROAD over CATASAUQUA CREEK

Map

Coordinates:
+40.71676, -75.44481
40°43'00" N, 75°26'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: VALLEY VIEW ROAD over CATASAUQUA CREEK
Structure number: 000000000028818
Old structure number: 487204048291190 (from 1992 edition)
Location: EAST OF SR 3021
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 26.9 ft. [8.2 m]
Roadway width between curbs: 16.1 ft. [4.9 m]
Deck width edge-to-edge: 18.7 ft. [5.7 m]
Skew angle: 30°
Owner: County Highway Agency [02]
Year built: 1920
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 49.9 tons [45.4 metric tons]
Sufficiency rating: 74.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 74.5 Fair Fair Fair Fair FO 100
April 2014 74.5 Fair Fair Fair Fair FO 100
April 2012 60.5 Fair Fair Fair Fair FO 100
April 2010 83.5 Fair Satisfactory Satisfactory Satisfactory FO 100
May 2008 64.9 Fair Satisfactory Satisfactory Satisfactory FO 100
October 2005 83.5 Good Good Good Good FO 100
October 2003 83.5 Good Good Good Good FO 100
October 2001 83.5 Good Good Good Good FO 100
October 1999 83.5 Good Good Good Good FO 100
October 1997 83.5 Good Good Good Good FO 100
November 1996 83.5 Good Good Good Good FO 100
November 1994 83.5 Good Good Good Good FO 100
January 1993 80.5 Good Good Good Good FO 100
November 1991 80.5 Good Good Good Good FO 100
December 1989 81.5 Good Good Good Good FO 100
BridgeReports.com | SR 1018 over MARTINS CK., NORF. SOUTH, Northampton County, Pennsylvania
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SR 1018 over MARTINS CK., NORF. SOUTH

Map

Coordinates:
+40.86017, -75.20584
40°51'37" N, 75°12'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1018 over MARTINS CK., NORF. SOUTH
Structure number: 000000000028690
Old structure number: 481018001001050 (from 1992 edition)
Location: MESSINGER STREET
Purpose: Carries highway and pedestrian walkway over railroad and waterway
Route classification: Collector (Urban) [17]
Length of largest span: 40.0 ft. [12.2 m]
Total length: 318.9 ft. [97.2 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 30.8 ft. [9.4 m]
Vertical clearance below bridge: 26.9 ft. [8.2 m]
Owner: State Highway Agency [01]
Year built: 1921
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 10
Main spans material: Concrete continuous [2]
Main spans design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Poor
Status: Posted for other load-capacity restriction [R]
Average daily traffic: 4,014 [as of 2015]
Truck traffic: 3% of total traffic
Deck condition: Serious [3 out of 9]
Superstructure condition: Serious [3 out of 9]
Substructure condition: Serious [3 out of 9]
Structural appraisal: Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Meets minimum tolerable limits to be left in place as is [4]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 36.0 tons [32.7 metric tons]
Inventory rating: 1.0 tons [0.9 metric tons]
Sufficiency rating: 9.0
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work: $4,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 9.0 Poor Serious Serious Serious SD 4014
November 2014 9.0 Poor Serious Serious Serious SD 4037
February 2013 8.9 Poor Serious Serious Serious SD 4040
February 2012 8.9 Poor Serious Serious Serious SD 4040
February 2011 8.9 Poor Poor Serious Serious SD 4040
February 2010 9.0 Poor Poor Fair Serious SD 4005
February 2009 7.8 Poor Poor Poor Serious SD 4613
April 2007 7.9 Poor Poor Poor Poor SD 4586
April 2006 8.0 Poor Poor Poor Poor SD 4501
April 2005 2.0 Poor Poor Poor Poor SD 4280
April 2004 2.0 Poor Poor Poor Poor SD 4280
April 2003 2.0 Poor Poor Poor Poor SD 4280
April 2002 2.0 Poor Poor Poor Poor SD 4196
April 2001 14.1 Poor Poor Poor Poor SD 4196
February 2001 18.6 Fair Fair Fair Fair SD 1784
February 2000 18.7 Fair Fair Fair Fair SD 1749
February 1999 18.7 Fair Fair Fair Fair SD 1715
February 1998 18.7 Fair Fair Fair Fair SD 1715
February 1997 2.4 Fair Fair Fair Fair SD 3648
February 1996 5.7 Fair Fair Fair Fair SD 3542

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 1,596 945 600 51 0
Deck
Reinforced Concrete Deck sq. ft. 9,901 1,828 647 7,426 0
Wearing Surfaces sq. ft. 7,786 7,277 509 0 0
Substructure
Reinforced Concrete Column each 55 33 17 5 0
Reinforced Concrete Pier Wall linear ft. 112 74 30 8 0
Reinforced Concrete Abutment linear ft. 110 0 19 0 91
Reinforced Concrete Pier Cap linear ft. 236 79 103 51 3
Bearings
Enclosed/Concealed Bearing each 100 100 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 684 121 495 0 68
BridgeReports.com | SR 1032 (LR 166) over JACOBY CR. AND MILL RACE, Northampton County, Pennsylvania
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SR 1032 (LR 166) over JACOBY CR. AND MILL RACE

Map

Coordinates:
+40.91822, -75.10007
40°55'06" N, 75°06'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1032 (LR 166) over JACOBY CR. AND MILL RACE
Structure number: 000000000028695
Old structure number: 481032001004510 (from 1992 edition)
Location: PORTLAND BORO.,STATE ST.
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 38.1 ft. [11.6 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 32.8 ft. [10.0 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1921
Year reconstructed: 1969
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Poor
Status: Bridge closed to all traffic [K]
Average daily traffic: 544 [as of 2016]
Truck traffic: 4% of total traffic
Superstructure condition: Serious [3 out of 9]
Substructure condition: Imminent Failure [1 out of 9]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 29.7
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $56,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 29.7 Poor - Serious Imminent Failure SD 544
March 2014 29.9 Poor - Serious Imminent Failure SD 541
March 2012 23.7 Poor - Serious Imminent Failure SD 755
March 2011 52.9 Poor - Poor Poor SD 755
September 2009 58.9 Poor - Poor Poor SD 745
September 2007 59.0 Poor Satisfactory Poor Fair SD 594
July 2006 59.0 Poor - Poor Fair SD 574
September 2005 58.9 Poor - Poor Fair SD 561
January 2004 58.9 Poor - Poor Fair SD 547
February 2002 66.6 Fair - Fair Fair FO 2740
April 2000 66.6 Fair - Fair Fair FO 2713
May 1998 66.6 Fair - Fair Fair FO 2655
May 1996 66.6 Fair - Fair Fair FO 2470
June 1994 77.8 Fair - Satisfactory Satisfactory FO 2349
September 1992 77.8 Fair - Satisfactory Good FO 2294
December 1990 77.8 Fair - Satisfactory Good FO 2201

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Masonry Arch linear ft. 27 0 4 0 23
Substructure
Masonry Pier Wall linear ft. 33 0 33 0 0
Masonry Abutment linear ft. 189 35 101 37 16
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 211 131 80 0 0
BridgeReports.com | ACKERMANVILLE ROAD over WALTZ CREEK, Northampton County, Pennsylvania
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ACKERMANVILLE ROAD over WALTZ CREEK

Map

Coordinates:
+40.82487, -75.21013
40°49'30" N, 75°12'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: ACKERMANVILLE ROAD over WALTZ CREEK
Structure number: 000000000028893
Old structure number: 487216066791890 (from 1992 edition)
Location: 0.5 MILE WEST OF SR 1015
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 22.0 ft. [6.7 m]
Total length: 24.0 ft. [7.3 m]
Roadway width between curbs: 20.3 ft. [6.2 m]
Deck width edge-to-edge: 22.0 ft. [6.7 m]
Owner: County Highway Agency [02]
Year built: 1922
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 200 [as of 2010]
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Basically intolerable requiring high priority of corrrective action [3]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 15.0 tons [13.6 metric tons]
Inventory rating: 9.0 tons [8.2 metric tons]
Sufficiency rating: 16.7
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 16.7 Poor Poor Poor Poor SD 200
December 2013 16.7 Poor Poor Poor Poor SD 200
December 2012 19.4 Poor Poor Poor Poor SD 200
December 2011 19.3 Poor Poor Poor Poor SD 200
December 2009 37.9 Poor Poor Poor Poor SD 100
February 2008 37.9 Poor Poor Poor Poor SD 100
August 2005 33.8 Poor Serious Critical Poor SD 100
September 2003 33.8 Poor Serious Critical Poor SD 100
October 2001 33.8 Poor Serious Critical Poor SD 100
October 1999 33.8 Poor Serious Critical Poor SD 100
October 1997 33.8 Poor Serious Critical Poor SD 100
September 1996 33.8 Poor Serious Critical Poor SD 100
October 1994 33.8 Poor Serious Critical Poor SD 100
December 1992 33.8 Poor Serious Critical Poor SD 100
November 1991 33.8 Poor Serious Critical Poor SD 100
January 1990 33.8 Poor Serious Critical Poor SD 100
BridgeReports.com | FACTORYVILLE EAST over WALTZ CREEK, Northampton County, Pennsylvania
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FACTORYVILLE EAST over WALTZ CREEK

Map

Coordinates:
+40.82578, -75.20758
40°49'33" N, 75°12'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: FACTORYVILLE EAST over WALTZ CREEK
Structure number: 000000000028894
Old structure number: 487216066791910 (from 1992 edition)
Location: 0.3 MI. WEST OF SR 1015
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 20.0 ft. [6.1 m]
Total length: 46.9 ft. [14.3 m]
Roadway width between curbs: 19.4 ft. [5.9 m]
Deck width edge-to-edge: 22.0 ft. [6.7 m]
Owner: County Highway Agency [02]
Year built: 1922
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Number of main spans: 2
Main spans material: Concrete continuous [2]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 400 [as of 2010]
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Serious [3 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 16.9 tons [15.4 metric tons]
Inventory rating: 10.0 tons [9.1 metric tons]
Sufficiency rating: 17.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 17.0 Poor Poor Poor Serious SD 400
December 2013 17.0 Poor Poor Poor Critical SD 400
December 2012 17.0 Poor Poor Poor Critical SD 400
December 2011 17.0 Poor Poor Poor Critical SD 400
December 2009 27.9 Poor Poor Poor Poor SD 200
February 2008 27.9 Poor Poor Poor Poor SD 200
August 2005 25.6 Poor Serious Poor Poor SD 200
September 2003 25.6 Poor Serious Poor Poor SD 200
October 2001 25.6 Poor Serious Poor Poor SD 200
October 1999 48.9 Poor Serious Poor Poor SD 200
October 1997 18.0 Poor Serious Poor Poor SD 200
September 1996 18.0 Poor Serious Poor Poor SD 200
October 1994 18.0 Poor Serious Poor Poor SD 200
December 1992 23.7 Poor Serious Poor Poor SD 200
November 1991 23.7 Poor Serious Poor Poor SD 200
January 1990 23.7 Poor Serious Poor Poor SD 200
BridgeReports.com | PA 412 (LR 530) over TRIB. TO SAUCON CREEK, Northampton County, Pennsylvania
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PA 412 (LR 530) over TRIB. TO SAUCON CREEK

Map

Coordinates:
+40.57903, -75.34078
40°34'45" N, 75°20'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 412 (LR 530) over TRIB. TO SAUCON CREEK
Structure number: 000000000028597
Old structure number: 480412006018040 (from 1992 edition)
Location: MAIN STREET
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 24.0 ft. [7.3 m]
Total length: 25.9 ft. [7.9 m]
Roadway width between curbs: 39.0 ft. [11.9 m]
Deck width edge-to-edge: 68.9 ft. [21.0 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1922
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 13,703 [as of 2016]
Truck traffic: 4% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 69.9 tons [63.5 metric tons]
Inventory rating: 41.9 tons [38.1 metric tons]
Sufficiency rating: 78.3
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $345,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2016 78.3 Fair Fair Fair Fair - 13703
January 2014 78.3 Fair Fair Fair Fair - 13782
January 2012 76.2 Fair Fair Fair Fair - 17479
January 2010 77.6 Fair Fair Fair Fair - 16925
January 2008 77.7 Fair Fair Fair Fair - 16826
January 2006 80.2 Fair Fair Fair Fair - 12314
January 2004 80.4 Fair Fair Fair Fair - 11953
January 2002 80.3 Fair Fair Fair Fair - 12031
March 2000 80.5 Fair Fair Fair Fair - 11795
April 1998 80.6 Fair Fair Fair Fair - 11564
April 1996 77.6 Fair Fair Fair Fair - 10854
May 1994 78.2 Fair Fair Fair Fair - 10251
July 1992 78.3 Fair Fair Fair Satisfactory - 9991
October 1990 78.6 Fair Fair Fair Satisfactory - 9480

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 260 156 74 30 0
Deck
Reinforced Concrete Deck sq. ft. 1,789 1,682 107 0 0
Wearing Surfaces sq. ft. 1,014 1,014 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 138 123 15 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Bearings
Enclosed/Concealed Bearing each 20 20 0 0 0
BridgeReports.com | SR 1016 (LR 48036) over WALTZ CREEK, Northampton County, Pennsylvania
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SR 1016 (LR 48036) over WALTZ CREEK

Map

Coordinates:
+40.85182, -75.24367
40°51'07" N, 75°14'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1016 (LR 48036) over WALTZ CREEK
Structure number: 000000000028682
Old structure number: 481016008029500 (from 1992 edition)
Location: DELABOLE
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 20.0 ft. [6.1 m]
Total length: 23.0 ft. [7.0 m]
Roadway width between curbs: 19.4 ft. [5.9 m]
Deck width edge-to-edge: 22.0 ft. [6.7 m]
Owner: State Highway Agency [01]
Year built: 1922
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,518 [as of 2015]
Truck traffic: 3% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 66.3
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 66.3 Fair Fair Fair Fair FO 1518
June 2013 66.3 Fair Fair Fair Fair FO 1527
June 2011 67.3 Fair Satisfactory Satisfactory Fair FO 1528
June 2009 67.5 Fair Satisfactory Satisfactory Fair FO 1271
June 2007 66.5 Fair Satisfactory Satisfactory Fair FO 1264
June 2005 66.5 Fair Satisfactory Satisfactory Fair FO 1125
July 2003 77.6 Fair Satisfactory Satisfactory Satisfactory FO 1092
July 2001 77.6 Fair Satisfactory Satisfactory Satisfactory FO 1071
September 1999 77.4 Fair Satisfactory Satisfactory Satisfactory FO 1706
October 1997 65.3 Fair Fair Fair Satisfactory FO 1673
November 1995 77.5 Fair Satisfactory Satisfactory Satisfactory FO 1355
December 1993 77.0 Fair Satisfactory Satisfactory Good FO 2614
March 1992 77.0 Fair Satisfactory Satisfactory Good FO 2614

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Abutment linear ft. 71 41 0 30 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 47 0 0 47 0
Deck
Reinforced Concrete Slab sq. ft. 525 331 0 194 0
Wearing Surfaces sq. ft. 447 447 0 0 0
BridgeReports.com | BUSHKILL STREET over BUSHKILL CREEK, Northampton County, Pennsylvania
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BUSHKILL STREET over BUSHKILL CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BUSHKILL STREET over BUSHKILL CREEK
Structure number: 000000000028936
Old structure number: 487415000090630 (from 1992 edition)
Location: SE CORNER OF TATAMY BORO
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 33.1 ft. [10.1 m]
Total length: 100.1 ft. [30.5 m]
Roadway width between curbs: 23.0 ft. [7.0 m]
Deck width edge-to-edge: 26.9 ft. [8.2 m]
Owner: County Highway Agency [02]
Year built: 1923
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Number of main spans: 3
Main spans material: Concrete continuous [2]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 150 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 45.9 tons [41.7 metric tons]
Inventory rating: 27.9 tons [25.4 metric tons]
Sufficiency rating: 65.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 65.5 Fair Satisfactory Fair Fair - 150
June 2014 65.5 Fair Satisfactory Fair Fair - 150
June 2013 65.5 Fair Satisfactory Fair Fair - 150
June 2012 71.5 Fair Satisfactory Fair Fair - 150
June 2010 54.4 Fair Satisfactory Fair Fair - 100
June 2008 54.4 Fair Satisfactory Fair Fair - 100
October 2005 54.1 Fair Good Fair Fair - 100
October 2003 48.3 Fair Good Fair Fair - 100
October 2001 48.3 Fair Good Fair Fair - 100
October 1999 48.3 Fair Satisfactory Fair Fair - 100
October 1997 54.1 Fair Satisfactory Fair Fair - 100
September 1996 51.1 Fair Fair Fair Fair - 100
December 1995 51.1 Fair Fair Fair Fair - 100
December 1993 51.1 Fair Fair Fair Fair - 100
January 1992 51.1 Fair Fair Fair Fair - 100
January 1990 51.1 Fair Fair Fair Fair - 100
BridgeReports.com | JACKSONVILLE ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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JACKSONVILLE ROAD over MONOCACY CREEK

Map

Coordinates:
+40.70807, -75.39800
40°42'29" N, 75°23'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: JACKSONVILLE ROAD over MONOCACY CREEK
Structure number: 000000000028821
Old structure number: 487204050300010 (from 1992 edition)
Location: EAST OF JACKSONVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 38.1 ft. [11.6 m]
Total length: 82.0 ft. [25.0 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 26.6 ft. [8.1 m]
Skew angle: 30°
Owner: Town or Township Highway Agency [03]
Year built: 1923
Historic significance: Historical significance is not determinable at this time [4]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 200 [as of 2009]
Deck condition: Poor [4 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 13.0 tons [11.8 metric tons]
Inventory rating: 8.0 tons [7.3 metric tons]
Sufficiency rating: 36.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 36.4 Poor Poor Fair Satisfactory SD 200
August 2014 36.1 Poor Poor Fair Satisfactory SD 200
August 2013 36.4 Poor Poor Fair Satisfactory SD 200
August 2012 77.4 Poor Poor Fair Satisfactory SD 200
May 2010 63.4 Poor Fair Fair Poor SD 200
May 2008 69.0 Poor Fair Fair Poor SD 100
May 2006 69.0 Poor Fair Fair Poor SD -
May 2004 69.0 Poor Fair Fair Poor SD -
May 2002 69.0 Poor Fair Fair Poor SD -
May 2000 70.0 Poor Satisfactory Fair Poor SD -
May 1998 86.0 Fair Satisfactory Satisfactory Fair - -
May 1996 84.0 Fair Satisfactory Satisfactory Fair - -
May 1994 95.0 Fair Satisfactory Satisfactory Satisfactory - -
BridgeReports.com | SR 512 (LR 48046) over TRIB. MONOCACY CREEK, Northampton County, Pennsylvania
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SR 512 (LR 48046) over TRIB. MONOCACY CREEK

Map

Coordinates:
+40.69835, -75.39262
40°41'54" N, 75°23'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 512 (LR 48046) over TRIB. MONOCACY CREEK
Structure number: 000000000028605
Old structure number: 480512006029950 (from 1992 edition)
Location: BETH-BATH PIKE
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 20.0 ft. [6.1 m]
Total length: 46.9 ft. [14.3 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1923
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Slab [01]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 12,735 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 46.2
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2015 46.2 Poor Satisfactory Satisfactory Poor SD 12735
February 2013 46.9 Poor Satisfactory Satisfactory Poor SD 11654
March 2011 46.9 Poor Satisfactory Satisfactory Poor SD 11623
March 2009 46.2 Poor Satisfactory Satisfactory Poor SD 12689
March 2007 7.0 Poor Satisfactory Satisfactory Poor SD 12893
July 2006 46.4 Poor Satisfactory Satisfactory Poor SD 12467
March 2005 45.7 Poor Satisfactory Satisfactory Poor SD 13547
April 2003 45.8 Poor Satisfactory Satisfactory Poor SD 13386
May 2001 46.1 Poor Satisfactory Satisfactory Poor SD 12942
June 1999 73.7 Fair Satisfactory Satisfactory Satisfactory FO 11995
June 1997 73.9 Fair Satisfactory Satisfactory Satisfactory FO 11428
July 1995 75.8 Fair Good Good Satisfactory FO 10888
August 1993 75.9 Fair Good Good Satisfactory FO 10612
November 1991 76.0 Good Good Good Good FO 10417

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Pier Wall linear ft. 40 35 5 0 0
Reinforced Concrete Abutment linear ft. 108 98 10 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 94 76 18 0 0
Deck
Reinforced Concrete Slab sq. ft. 1,128 1,060 68 0 0
Wearing Surfaces sq. ft. 1,128 1,072 56 0 0
BridgeReports.com | PA 145 (LR 175) over BERTSCH CREEK, Northampton County, Pennsylvania
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PA 145 (LR 175) over BERTSCH CREEK

Map

Coordinates:
+40.73733, -75.57623
40°44'14" N, 75°34'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 145 (LR 175) over BERTSCH CREEK
Structure number: 000000000028556
Old structure number: 480145006017250 (from 1992 edition)
Location: RIVERVIEW DRIVE
Purpose: Carries highway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 38.1 ft. [11.6 m]
Total length: 40.0 ft. [12.2 m]
Roadway width between curbs: 38.4 ft. [11.7 m]
Deck width edge-to-edge: 42.0 ft. [12.8 m]
Skew angle: 12°
Owner: State Highway Agency [01]
Year built: 1923
Year reconstructed: 1948
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 10,366 [as of 2016]
Truck traffic: 4% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 32.9 tons [29.9 metric tons]
Sufficiency rating: 75.5
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $78,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 75.5 Fair Fair Fair Fair - 10366
April 2014 76.9 Fair Fair Fair Fair - 10425
April 2012 91.5 Fair Satisfactory Satisfactory Satisfactory - 9737
April 2010 91.7 Fair Satisfactory Satisfactory Satisfactory - 9556
April 2008 91.7 Fair Satisfactory Satisfactory Satisfactory - 9428
March 2006 92.5 Fair Satisfactory Satisfactory Satisfactory - 9838
March 2004 92.7 Fair Satisfactory Satisfactory Satisfactory - 9522
March 2002 96.2 Fair Satisfactory Satisfactory Satisfactory - 4150
May 2000 96.3 Fair Satisfactory Satisfactory Satisfactory - 4109
June 1998 96.3 Fair Satisfactory Satisfactory Satisfactory - 4021
June 1996 96.3 Fair Satisfactory Satisfactory Satisfactory - 4133
July 1994 96.2 Fair Satisfactory Satisfactory Satisfactory - 4032
September 1992 92.6 Fair Satisfactory Satisfactory Satisfactory - 9300
December 1990 92.9 Fair Satisfactory Satisfactory Satisfactory - 8923

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 320 127 160 33 0
Reinforced Concrete Girder/Beam linear ft. 200 187 10 3 0
Deck
Reinforced Concrete Deck sq. ft. 1,680 1,394 286 0 0
Wearing Surfaces sq. ft. 1,532 1,532 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 197 187 10 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 80 67 10 0 3
BridgeReports.com | GEORGETOWN ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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GEORGETOWN ROAD over MONOCACY CREEK

Map

Coordinates:
+40.69022, -75.35401
40°41'25" N, 75°21'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: GEORGETOWN ROAD over MONOCACY CREEK
Structure number: 000000000028849
Old structure number: 487209043691020 (from 1992 edition)
Location: WEST OF PA 191
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 43.0 ft. [13.1 m]
Total length: 44.9 ft. [13.7 m]
Roadway width between curbs: 17.7 ft. [5.4 m]
Deck width edge-to-edge: 19.7 ft. [6.0 m]
Skew angle: 40°
Owner: County Highway Agency [02]
Year built: 1924
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 200 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Serious [3 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 73.8 tons [67.1 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 36.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $129,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 36.8 Poor Satisfactory Fair Serious SD 200
March 2014 21.4 Poor Satisfactory Fair Serious SD 200
March 2013 21.4 Poor Satisfactory Fair Serious SD 200
March 2012 21.4 Poor Satisfactory Fair Serious SD 200
March 2010 32.6 Poor Satisfactory Fair Poor SD 200
March 2008 32.6 Poor Satisfactory Fair Poor SD 200
September 2005 48.6 Fair Satisfactory Fair Fair FO 200
September 2003 48.6 Fair Satisfactory Fair Fair FO 200
September 2001 48.6 Fair Satisfactory Fair Fair FO 200
September 1999 66.9 Fair Satisfactory Fair Fair FO 200
November 1997 49.0 Fair Satisfactory Fair Fair FO 200
November 1996 49.0 Fair Satisfactory Fair Fair FO 200
December 1994 49.0 Fair Satisfactory Fair Fair FO 200
January 1993 49.0 Fair Satisfactory Fair Fair FO 200
January 1992 49.0 Fair Satisfactory Fair Fair FO 200
January 1990 52.0 Fair Satisfactory Fair Fair FO 200
BridgeReports.com | SR 4004 (LR 48082) over TRIB.TO MONOCACY CREEK, Northampton County, Pennsylvania
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SR 4004 (LR 48082) over TRIB.TO MONOCACY CREEK

Map

Coordinates:
+40.74153, -75.34632
40°44'30" N, 75°20'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4004 (LR 48082) over TRIB.TO MONOCACY CREEK
Structure number: 000000000028777
Old structure number: 484004001002190 (from 1992 edition)
Location: 1 MI.W.OF NAZARETH
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 20.0 ft. [6.1 m]
Total length: 23.0 ft. [7.0 m]
Roadway width between curbs: 18.4 ft. [5.6 m]
Deck width edge-to-edge: 20.0 ft. [6.1 m]
Owner: State Highway Agency [01]
Year built: 1924
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Frame [07]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,962 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 66.3
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 66.3 Fair Fair Fair Fair FO 1962
November 2013 66.3 Fair Satisfactory Satisfactory Fair FO 1973
November 2011 78.3 Fair Satisfactory Satisfactory Satisfactory FO 2173
November 2009 78.4 Fair Satisfactory Satisfactory Satisfactory FO 2104
November 2007 78.3 Fair Satisfactory Satisfactory Satisfactory FO 2341
November 2005 77.3 Fair Satisfactory Satisfactory Satisfactory FO 2264
November 2003 77.3 Fair Satisfactory Satisfactory Satisfactory FO 2224
November 2001 77.5 Fair Satisfactory Satisfactory Satisfactory FO 1804
January 2000 77.5 Fair Satisfactory Satisfactory Satisfactory FO 1748
February 1998 77.4 Fair Satisfactory Satisfactory Satisfactory FO 2105
March 1996 77.0 Good Good Good Good FO 3418
March 1994 77.6 Good Good Good Good FO 1538
May 1992 77.6 Good Good Good Good FO 1538
August 1990 77.6 Good Good Good Very Good FO 1476

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Abutment linear ft. 80 42 35 3 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 46 34 0 0 12
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Slab sq. ft. 460 432 28 0 0
Wearing Surfaces sq. ft. 426 426 0 0 0
BridgeReports.com | COLUMBUS STREET over ROSETO CREEK, Northampton County, Pennsylvania
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COLUMBUS STREET over ROSETO CREEK

Map

Coordinates:
+40.88089, -75.21186
40°52'51" N, 75°12'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: COLUMBUS STREET over ROSETO CREEK
Structure number: 000000000028934
Old structure number: 487413000092000 (from 1992 edition)
Location: 0.1 M. EAST OF SR 191
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 42.0 ft. [12.8 m]
Total length: 44.0 ft. [13.4 m]
Roadway width between curbs: 33.1 ft. [10.1 m]
Deck width edge-to-edge: 47.9 ft. [14.6 m]
Owner: County Highway Agency [02]
Year built: 1924
Year reconstructed: 1959
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 400 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 29.9 tons [27.2 metric tons]
Inventory rating: 17.9 tons [16.3 metric tons]
Sufficiency rating: 64.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 64.0 Fair Fair Satisfactory Fair - 400
December 2013 64.0 Fair Fair Satisfactory Fair - 400
December 2012 80.9 Fair Fair Satisfactory Fair - 400
December 2011 80.9 Fair Fair Satisfactory Fair - 400
December 2009 93.1 Fair Satisfactory Satisfactory Satisfactory - 300
February 2008 93.1 Fair Satisfactory Satisfactory Good - 300
August 2005 95.9 Fair Satisfactory Good Good - 300
September 2003 95.9 Fair Satisfactory Good Good - 300
September 2001 95.9 Fair Satisfactory Good Good - 300
September 1999 92.9 Good Good Good Good - 300
October 1997 93.9 Good Good Good Good - 300
September 1996 93.9 Good Good Good Good - 300
October 1994 93.9 Good Good Good Good - 300
December 1992 93.9 Good Good Good Good - 300
December 1991 93.9 Good Good Good Good - 300
January 1990 93.9 Good Good Good Good - 300
BridgeReports.com | LITTLE CREEK ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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LITTLE CREEK ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.79553, -75.18289
40°47'44" N, 75°10'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LITTLE CREEK ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028871
Location: 1 M. NORTH OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 35.1 ft. [10.7 m]
Total length: 37.1 ft. [11.3 m]
Roadway width between curbs: 17.1 ft. [5.2 m]
Deck width edge-to-edge: 20.0 ft. [6.1 m]
Skew angle:
Owner: County Highway Agency [02]
Year built: 1926
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 76.9 tons [69.9 metric tons]
Inventory rating: 45.9 tons [41.7 metric tons]
Sufficiency rating: 51.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $75,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 51.8 Poor Satisfactory Fair Poor SD 150
December 2013 52.8 Poor Satisfactory Fair Poor SD 150
December 2011 50.8 Poor Satisfactory Fair Poor SD 150
BridgeReports.com | PA 611 (LR 48027) over OUGHOUGHTON CREEK, Northampton County, Pennsylvania
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PA 611 (LR 48027) over OUGHOUGHTON CREEK

Map

Coordinates:
+40.84482, -75.14334
40°50'41" N, 75°08'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 611 (LR 48027) over OUGHOUGHTON CREEK
Structure number: 000000000028635
Old structure number: 480611048009030 (from 1992 edition)
Location: RICHMOND
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 38.1 ft. [11.6 m]
Roadway width between curbs: 23.6 ft. [7.2 m]
Deck width edge-to-edge: 26.2 ft. [8.0 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1926
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 3,577 [as of 2015]
Truck traffic: 14% of total traffic
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 36.0 tons [32.7 metric tons]
Inventory rating: 21.0 tons [19.1 metric tons]
Sufficiency rating: 27.5
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 27.5 Poor Poor Poor Poor SD 3577
April 2014 27.5 Poor Poor Poor Poor SD 3451
April 2012 60.0 Poor Poor Fair Fair SD 3441
April 2010 61.1 Poor Poor Fair Fair SD 3466
April 2008 46.8 Poor Poor Fair Poor SD 3413
March 2006 63.7 Fair Fair Fair Fair FO 2874
March 2005 63.7 Fair Fair Fair Fair FO 2807
April 2003 61.6 Poor Poor Fair Fair SD 2842
April 2002 59.7 Poor Poor Fair Fair SD 2781
April 2001 59.7 Poor Poor Fair Fair SD 2781
April 2000 59.7 Poor Poor Fair Fair SD 2783
April 1999 45.7 Poor Poor Poor Poor SD 2723
April 1998 45.7 Poor Poor Poor Poor SD 2723
April 1997 45.7 Poor Poor Poor Poor SD 2693
April 1996 26.0 Poor Poor Serious Poor SD 2601
April 1994 45.9 Poor Poor Poor Poor SD 2474
June 1992 46.0 Poor Poor Poor Poor SD 2416
September 1990 26.5 Poor Poor Poor Serious SD 2335

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 304 0 0 152 152
Deck
Reinforced Concrete Deck sq. ft. 1,000 580 50 370 0
Wearing Surfaces sq. ft. 923 877 46 0 0
Substructure
Reinforced Concrete Abutment linear ft. 90 0 85 5 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Bearings
Enclosed/Concealed Bearing each 16 16 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 76 26 35 15 0
BridgeReports.com | SR 4025 (LR 48043) over WEST BR.BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 4025 (LR 48043) over WEST BR.BUSHKILL CREEK

Map

Coordinates:
+40.77351, -75.31932
40°46'25" N, 75°19'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4025 (LR 48043) over WEST BR.BUSHKILL CREEK
Structure number: 000000000028797
Old structure number: 484025005011580 (from 1992 edition)
Location: VILLAGE OF ALUTA
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 40.0 ft. [12.2 m]
Total length: 41.0 ft. [12.5 m]
Roadway width between curbs: 23.3 ft. [7.1 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Owner: State Highway Agency [01]
Year built: 1926
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Arch - Deck [11]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 2,621 [as of 2015]
Truck traffic: 4% of total traffic
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 65.9
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 65.9 Fair - Fair Satisfactory FO 2621
January 2013 65.9 Fair - Fair Satisfactory FO 2636
February 2011 65.6 Fair - Fair Satisfactory FO 3160
March 2009 65.6 Fair - Fair Satisfactory FO 3118
March 2007 9.0 Fair - Fair Satisfactory FO 3818
March 2005 65.4 Fair - Fair Satisfactory FO 3627
March 2003 65.5 Fair - Fair Satisfactory FO 3530
April 2001 65.5 Fair - Fair Satisfactory FO 3488
May 1999 67.5 Fair - Fair Satisfactory FO 3379
May 1997 68.7 Fair - Fair Satisfactory FO 3053
June 1995 68.7 Fair - Fair Satisfactory FO 2908
July 1993 68.7 Fair - Fair Satisfactory FO 2768
October 1991 68.8 Fair - Fair Satisfactory FO 2656
BridgeReports.com | SR 611(LR 165 SP) over NORFOLK SO. RR., Northampton County, Pennsylvania
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SR 611(LR 165 SP) over NORFOLK SO. RR.

Map

Coordinates:
+40.78413, -75.18557
40°47'03" N, 75°11'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 611(LR 165 SP) over NORFOLK SO. RR.
Structure number: 000000000028633
Old structure number: 480611036002000 (from 1992 edition)
Location: VILLAGE OF MARTINS CREEK
Purpose: Carries highway over railroad and waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 44.0 ft. [13.4 m]
Total length: 236.9 ft. [72.2 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 28.5 ft. [8.7 m]
Vertical clearance below bridge: 24.9 ft. [7.6 m]
Owner: State Highway Agency [01]
Year built: 1926
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete continuous [2]
Main spans design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 6,525 [as of 2015]
Truck traffic: 13% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 50.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 50.5 Fair Satisfactory Fair Fair FO 6525
July 2013 50.3 Fair Satisfactory Fair Fair FO 6657
August 2011 50.3 Fair Satisfactory Fair Fair FO 6639
August 2009 50.3 Fair Satisfactory Satisfactory Fair FO 6634
August 2007 49.5 Fair Satisfactory Satisfactory Fair FO 6546
August 2005 55.1 Fair Satisfactory Satisfactory Fair FO 6181
August 2003 55.3 Fair Satisfactory Satisfactory Fair FO 6017
August 2001 53.7 Fair Satisfactory Satisfactory Fair FO 5817
October 1999 66.5 Fair Satisfactory Satisfactory Satisfactory FO 5759
October 1997 68.5 Fair Good Satisfactory Satisfactory FO 6527
November 1995 69.8 Fair Good Satisfactory Satisfactory FO 6374
December 1993 68.4 Fair Satisfactory Good Satisfactory FO 7317
March 1992 68.4 Fair Satisfactory Satisfactory Satisfactory FO 7317
June 1990 64.7 Fair Satisfactory Good Satisfactory FO 7021

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 1,156 1,128 12 16 0
Deck
Reinforced Concrete Deck sq. ft. 2,594 2,594 0 0 0
Wearing Surfaces sq. ft. 2,286 2,286 0 0 0
Superstructure
Reinforced Concrete Floor Beam linear ft. 364 336 12 16 0
Substructure
Reinforced Concrete Column each 19 10 0 9 0
Reinforced Concrete Abutment linear ft. 56 56 0 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Joints
Pourable Joint linear ft. 113 113 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 476 0 476 0 0
Deck
Reinforced Concrete Slab sq. ft. 4,063 4,063 0 0 0
Wearing Surfaces sq. ft. 3,580 3,580 0 0 0
BridgeReports.com | S. COTTONWOOD ROAD over INDIAN CREEK, Northampton County, Pennsylvania
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S. COTTONWOOD ROAD over INDIAN CREEK

Map

Coordinates:
+40.78163, -75.49750
40°46'54" N, 75°29'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: S. COTTONWOOD ROAD over INDIAN CREEK
Structure number: 000000000028826
Old structure number: 487207047492050 (from 1992 edition)
Location: 0.2 M. SOUTH OF PA 946
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 25.9 ft. [7.9 m]
Total length: 27.9 ft. [8.5 m]
Roadway width between curbs: 19.0 ft. [5.8 m]
Deck width edge-to-edge: 22.0 ft. [6.7 m]
Owner: County Highway Agency [02]
Year built: 1927
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 100 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 31.9 tons [29.0 metric tons]
Inventory rating: 18.9 tons [17.2 metric tons]
Sufficiency rating: 74.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 74.7 Fair Satisfactory Satisfactory Satisfactory - 100
March 2014 74.7 Fair Satisfactory Satisfactory Satisfactory - 100
April 2013 74.7 Fair Satisfactory Satisfactory Satisfactory - 100
April 2012 60.8 Fair Satisfactory Satisfactory Satisfactory - 100
April 2010 66.4 Fair Satisfactory Satisfactory Fair - 100
May 2008 66.4 Fair Satisfactory Satisfactory Fair - 100
October 2005 76.2 Good Good Good Good - 100
October 2003 76.2 Good Good Good Good - 100
October 2001 76.2 Good Good Good Good - 100
October 1999 76.2 Good Good Good Good - 100
November 1997 76.2 Good Good Good Good - 100
November 1996 76.2 Good Good Good Good - 100
October 1994 76.2 Good Good Good Good - 100
December 1992 76.2 Good Good Good Good - 100
November 1991 76.2 Good Good Good Good - 100
December 1989 76.2 Good Good Good Good - 100
BridgeReports.com | SR 1004 (LR 48025) over OUGHOUGHTON CREEK, Northampton County, Pennsylvania
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SR 1004 (LR 48025) over OUGHOUGHTON CREEK

Map

Coordinates:
+40.80270, -75.12590
40°48'10" N, 75°07'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1004 (LR 48025) over OUGHOUGHTON CREEK
Structure number: 000000000028660
Old structure number: 481004006016550 (from 1992 edition)
Location: 3 MI.W.OF RIVERTON
Purpose: Carries highway over waterway
Route classification: Major Collector (Rural) [07]
Length of largest span: 43.0 ft. [13.1 m]
Total length: 45.9 ft. [14.0 m]
Roadway width between curbs: 23.3 ft. [7.1 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1927
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 2,882 [as of 2016]
Truck traffic: 12% of total traffic
Deck condition: Poor [4 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 46.9
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $52,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 46.9 Poor Poor Fair Poor SD 2882
May 2014 47.3 Poor Poor Fair Poor SD 2599
May 2012 47.0 Poor Poor Fair Poor SD 2790
May 2010 47.0 Poor Poor Fair Poor SD 2810
June 2009 27.0 Poor Poor Fair Serious SD 2557
June 2007 63.6 Fair Fair Fair Fair FO 2508
June 2005 63.6 Fair Fair Fair Fair FO 2481
July 2003 63.6 Fair Fair Fair Fair FO 2552
September 2001 61.6 Fair Fair Fair Fair FO 2497
December 1999 61.6 Fair Fair Fair Fair FO 2541
December 1997 61.7 Fair Fair Fair Satisfactory FO 2387
December 1995 74.1 Fair Satisfactory Satisfactory Satisfactory FO 2387

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 342 197 50 95 0
Deck
Reinforced Concrete Deck sq. ft. 1,559 1,294 265 0 0
Wearing Surfaces sq. ft. 1,440 1,440 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 155 95 60 0 0
Bearings
Enclosed/Concealed Bearing each 16 16 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 90 75 15 0 0
BridgeReports.com | SR 1016 (LR 48036) over TRIB.TO BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 1016 (LR 48036) over TRIB.TO BUSHKILL CREEK

Map

Coordinates:
+40.81729, -75.27946
40°49'02" N, 75°16'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1016 (LR 48036) over TRIB.TO BUSHKILL CREEK
Structure number: 000000000028680
Old structure number: 481016002022330 (from 1992 edition)
Location: 5 MI.SW OF BANGOR
Purpose: Carries highway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 17.4 ft. [5.3 m]
Deck width edge-to-edge: 20.3 ft. [6.2 m]
Owner: State Highway Agency [01]
Year built: 1927
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 1,101 [as of 2015]
Truck traffic: 9% of total traffic
Deck condition: Poor [4 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 61.8 tons [56.2 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 62.3
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 62.3 Poor Poor Fair Fair SD 1101
November 2013 62.3 Poor Poor Fair Fair SD 1107
December 2011 64.4 Fair Fair Fair Fair FO 1050
December 2009 64.4 Fair Fair Fair Fair FO 1017
December 2007 64.4 Fair Fair Fair Fair FO 992
December 2005 64.4 Fair Fair Fair Fair FO 960
December 2003 64.4 Fair Fair Fair Fair FO 943
December 2001 60.5 Fair Satisfactory Fair Fair FO 589
February 2000 60.5 Fair Satisfactory Fair Fair FO 570
February 1998 60.6 Fair Satisfactory Fair Fair FO 508
March 1996 60.6 Fair Good Fair Fair FO 484
March 1994 73.4 Fair Good Fair Fair FO 461
May 1992 71.4 Fair Good Fair Fair FO 461
August 1990 73.4 Fair Good Fair Fair FO 442

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 165 0 90 75 0
Deck
Reinforced Concrete Deck sq. ft. 660 548 112 0 0
Wearing Surfaces sq. ft. 574 545 29 0 0
Substructure
Reinforced Concrete Abutment linear ft. 80 0 80 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 66 51 10 5 0
BridgeReports.com | PA 248 (LR 175) over E. BR. MONOCACY CREEK, Northampton County, Pennsylvania
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PA 248 (LR 175) over E. BR. MONOCACY CREEK

Map

Coordinates:
+40.72982, -75.37656
40°43'47" N, 75°22'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 248 (LR 175) over E. BR. MONOCACY CREEK
Structure number: 000000000028583
Old structure number: 480248032015550 (from 1992 edition)
Location: POW/MIA REMEMBRANCE HWY.
Purpose: Carries highway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 26.9 ft. [8.2 m]
Deck width edge-to-edge: 43.6 ft. [13.3 m]
Owner: State Highway Agency [01]
Year built: 1927
Year reconstructed: 1963
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Poor
Status: Posted for other load-capacity restriction [R]
Average daily traffic: 7,495 [as of 2016]
Truck traffic: 10% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Serious [3 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 21.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $81,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 21.0 Poor Fair Serious Fair SD 7495
October 2014 21.0 Poor Fair Serious Fair SD 7494
October 2012 40.6 Poor Fair Serious Fair SD 6306
October 2010 76.8 Fair Satisfactory Fair Fair - 7092
December 2008 76.9 Fair Satisfactory Fair Fair - 6997
October 2006 79.2 Fair Satisfactory Fair Satisfactory - 6585
October 2004 90.7 Fair Satisfactory Satisfactory Satisfactory - 6477
October 2002 90.8 Fair Satisfactory Satisfactory Satisfactory - 6381
November 2000 91.0 Fair Satisfactory Satisfactory Satisfactory - 6107
November 1998 91.0 Fair Satisfactory Satisfactory Satisfactory - 6107
November 1996 89.0 Fair Good Satisfactory Good - 4518
January 1995 93.4 Fair Good Satisfactory Good - 4296
March 1993 93.5 Fair Good Satisfactory Good - 4195

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 189 0 125 64 0
Steel Girder/Beam linear ft. 189 17 31 141 0
Deck
Reinforced Concrete Deck sq. ft. 1,354 1,286 68 0 0
Wearing Surfaces sq. ft. 1,178 1,119 59 0 0
Substructure
Reinforced Concrete Abutment linear ft. 88 78 6 4 0
Reinforced Concrete Pile Cap/Footing linear ft. 7 0 7 0 0
Joints
Other Joint linear ft. 87 0 0 0 87
Bearings
Elastomeric Bearing each 12 12 0 0 0
Enclosed/Concealed Bearing each 12 12 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 66 66 0 0 0
Other Material Bridge Rail linear ft. 66 60 6 0 0
BridgeReports.com | LYNN AVENUE over LEHIGH VALLEY RAIL MANAG, Northampton County, Pennsylvania
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LYNN AVENUE over LEHIGH VALLEY RAIL MANAG

Map

Coordinates:
+40.61069, -75.34946
40°36'38" N, 75°20'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LYNN AVENUE over LEHIGH VALLEY RAIL MANAG
Structure number: 000000000028901
Location: S OF 412 OPP. BETH STEEL
Purpose: Carries highway over railroad
Route classification: Local (Urban) [19]
Length of largest span: 200.1 ft. [61.0 m]
Total length: 205.1 ft. [62.5 m]
Roadway width between curbs: 20.0 ft. [6.1 m]
Deck width edge-to-edge: 21.7 ft. [6.6 m]
Vertical clearance above deck: 15.1 ft. [4.6 m]
Vertical clearance below bridge: 22.6 ft. [6.9 m]
Owner: City or Municipal Highway Agency [04]
Year built: 1928
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Truss - Thru [10]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Poor
Status: Bridge closed to all traffic [K]
Average daily traffic: 1,930 [as of 2010]
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition: Bridge not over waterway. [N]
Sufficiency rating: 13.2
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $810,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 13.2 Poor Poor Poor Fair SD 1930
BridgeReports.com | RASLEY HILL ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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RASLEY HILL ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.80448, -75.18229
40°48'16" N, 75°10'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: RASLEY HILL ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028845
Old structure number: 487208069092150 (from 1992 edition)
Location: 2 M. NORTH OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 26.9 ft. [8.2 m]
Total length: 28.9 ft. [8.8 m]
Roadway width between curbs: 15.4 ft. [4.7 m]
Deck width edge-to-edge: 19.0 ft. [5.8 m]
Skew angle: 30°
Owner: County Highway Agency [02]
Year built: 1929
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Critical [2 out of 9]
Structural appraisal: Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating: 62.9 tons [57.2 metric tons]
Inventory rating: 38.0 tons [34.5 metric tons]
Sufficiency rating: 21.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 21.7 Poor Satisfactory Satisfactory Critical SD 150
December 2013 51.0 Poor Satisfactory Satisfactory Poor SD 150
December 2012 23.7 Poor Satisfactory Satisfactory Poor SD 150
December 2011 32.8 Poor Satisfactory Satisfactory Poor SD 150
December 2009 59.4 Fair Satisfactory Satisfactory Satisfactory FO 100
February 2008 59.4 Fair Satisfactory Satisfactory Good FO 100
August 2005 61.2 Fair Satisfactory Good Good FO 100
September 2003 58.2 Fair Satisfactory Good Good FO 100
October 2001 58.2 Fair Satisfactory Good Good FO 100
October 1999 58.2 Fair Satisfactory Good Good FO 100
October 1997 61.6 Good Good Good Good FO 100
September 1996 61.6 Good Good Good Good FO 100
November 1994 61.6 Good Good Good Good FO 100
February 1993 61.6 Good Good Good Good FO 100
December 1991 61.6 Good Good Good Good FO 100
January 1990 62.6 Good Good Good Good FO 100
BridgeReports.com | SR 2025 (LR 166) over LITTLE BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 2025 (LR 166) over LITTLE BUSHKILL CREEK

Map

Coordinates:
+40.75440, -75.25935
40°45'16" N, 75°15'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2025 (LR 166) over LITTLE BUSHKILL CREEK
Structure number: 000000000028739
Old structure number: 482025011028780 (from 1992 edition)
Location: STOCKERTOWN,CENTER ST.
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 46.9 ft. [14.3 m]
Total length: 48.9 ft. [14.9 m]
Roadway width between curbs: 40.4 ft. [12.3 m]
Deck width edge-to-edge: 42.7 ft. [13.0 m]
Owner: State Highway Agency [01]
Year built: 1929
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 11,396 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 58.9 tons [53.5 metric tons]
Inventory rating: 35.0 tons [31.8 metric tons]
Sufficiency rating: 81.1
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 81.1 Fair Fair Fair Fair - 11396
November 2013 81.0 Fair Fair Fair Fair - 11462
December 2011 78.3 Fair Fair Fair Fair - 13681
December 2009 77.4 Fair Fair Fair Fair - 13248
December 2007 77.7 Fair Fair Fair Fair - 12426
December 2005 77.7 Fair Fair Fair Fair - 12017
December 2003 77.8 Fair Fair Fair Fair - 11665
December 2001 62.7 Poor Fair Satisfactory Poor SD 7000
February 2000 75.3 Fair Fair Satisfactory Fair - 18958
February 1998 76.5 Fair Satisfactory Satisfactory Fair - 18496
March 1996 82.1 Fair Satisfactory Satisfactory Fair - 8948

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 414 0 387 27 0
Deck
Reinforced Concrete Deck sq. ft. 2,116 1,989 127 0 0
Wearing Surfaces sq. ft. 2,004 2,004 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 130 108 14 8 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Bearings
Enclosed/Concealed Bearing each 18 18 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 99 69 30 0 0
BridgeReports.com | SR 4025 (LR 48043) over WEST FORK CREEK, Northampton County, Pennsylvania
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SR 4025 (LR 48043) over WEST FORK CREEK

Map

Coordinates:
+40.79995, -75.36720
40°47'60" N, 75°22'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4025 (LR 48043) over WEST FORK CREEK
Structure number: 000000000028798
Old structure number: 484025012006790 (from 1992 edition)
Location: BUSHKILL CENTER RD.
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 18.7 ft. [5.7 m]
Deck width edge-to-edge: 20.3 ft. [6.2 m]
Owner: State Highway Agency [01]
Year built: 1929
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 951 [as of 2014]
Truck traffic: 9% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 66.6
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $68,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2016 66.6 Fair Satisfactory Fair Fair FO 951
January 2014 66.6 Fair Satisfactory Fair Fair FO 951
February 2012 66.3 Fair Satisfactory Fair Fair FO 1592
February 2010 65.3 Fair Satisfactory Fair Fair FO 1562
February 2008 65.3 Fair Satisfactory Fair Fair FO 1605
February 2006 64.9 Fair Satisfactory Fair Fair FO 2516
March 2004 65.9 Fair Satisfactory Satisfactory Fair FO 2472
March 2002 77.1 Fair Satisfactory Satisfactory Satisfactory FO 2390
April 2000 77.6 Fair Satisfactory Satisfactory Satisfactory FO 995
April 1998 77.6 Fair Satisfactory Satisfactory Satisfactory FO 974
May 1996 77.6 Fair Satisfactory Satisfactory Satisfactory FO 1015
May 1994 77.6 Fair Satisfactory Satisfactory Satisfactory FO 990

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 165 32 70 63 0
Deck
Reinforced Concrete Deck sq. ft. 677 636 41 0 0
Wearing Surfaces sq. ft. 588 588 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 42 0 37 5 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 0 3 0 0
Bearings
Enclosed/Concealed Bearing each 10 10 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 66 46 20 0 0
BridgeReports.com | PA 248 (LR 471) over INDIAN CREEK, Northampton County, Pennsylvania
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PA 248 (LR 471) over INDIAN CREEK

Map

Coordinates:
+40.74698, -75.51000
40°44'49" N, 75°30'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 248 (LR 471) over INDIAN CREEK
Structure number: 000000000028578
Old structure number: 480248014002200 (from 1992 edition)
Location: INDIAN TRAIL PARK
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 38.1 ft. [11.6 m]
Total length: 80.1 ft. [24.4 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 48.9 ft. [14.9 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1929
Year reconstructed: 1964
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 10,267 [as of 2016]
Truck traffic: 8% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 32.9 tons [29.9 metric tons]
Sufficiency rating: 79.2
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $150,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 79.2 Fair Fair Fair Fair - 10267
June 2014 81.2 Fair Fair Fair Fair - 10289
July 2012 81.5 Fair Fair Fair Fair - 9778
July 2010 92.9 Fair Satisfactory Satisfactory Satisfactory - 9771
July 2008 92.9 Fair Satisfactory Satisfactory Satisfactory - 9771
May 2006 92.8 Fair Satisfactory Satisfactory Satisfactory - 9974
May 2004 92.9 Fair Satisfactory Satisfactory Satisfactory - 9116
June 2002 93.0 Fair Satisfactory Satisfactory Satisfactory - 8701
July 2000 93.1 Fair Satisfactory Satisfactory Satisfactory - 8597
July 1998 94.9 Fair Satisfactory Satisfactory Satisfactory - 9268
July 1996 95.1 Fair Satisfactory Satisfactory Good - 8623
July 1994 93.3 Fair Satisfactory Satisfactory Good - 8200
September 1992 93.4 Fair Satisfactory Satisfactory Good - 8008

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 400 387 13 0 0
Steel Girder/Beam linear ft. 640 493 66 81 0
Deck
Reinforced Concrete Deck sq. ft. 3,920 3,685 235 0 0
Wearing Surfaces sq. ft. 3,200 3,040 160 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 73 62 10 1 0
Reinforced Concrete Abutment linear ft. 142 128 13 1 0
Joints
Other Joint linear ft. 70 70 0 0 0
Bearings
Elastomeric Bearing each 20 20 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 162 162 0 0 0
BridgeReports.com | PA 248 (LR 471) over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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PA 248 (LR 471) over HOKENDAUQUA CREEK

Map

Coordinates:
+40.74936, -75.47376
40°44'58" N, 75°28'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 248 (LR 471) over HOKENDAUQUA CREEK
Structure number: 000000000028580
Old structure number: 480248019006660 (from 1992 edition)
Location: PETERSVILLE
Purpose: Carries highway over waterway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 23.6 ft. [7.2 m]
Deck width edge-to-edge: 45.6 ft. [13.9 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1929
Year reconstructed: 1964
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Poor
Status: Posted for other load-capacity restriction [R]
Average daily traffic: 8,151 [as of 2015]
Truck traffic: 8% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Serious [3 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 21.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 21.0 Poor Fair Serious Fair SD 8151
June 2014 44.8 Poor Fair Serious Fair SD 8169
July 2013 44.8 Poor Fair Serious Fair SD 8169
July 2012 45.3 Poor Fair Serious Fair SD 7751
July 2010 62.9 Poor Fair Poor Fair SD 7806
July 2008 62.0 Poor Fair Poor Fair SD 8921
May 2006 82.8 Fair Fair Fair Fair - 6980
May 2004 81.9 Fair Fair Fair Fair - 6816
June 2002 81.8 Fair Fair Fair Fair - 6913
July 2000 93.8 Fair Good Satisfactory Satisfactory - 8134
July 1998 91.8 Fair Good Satisfactory Satisfactory - 7959
July 1996 92.2 Fair Good Satisfactory Good - 7258
July 1994 92.3 Fair Good Satisfactory Good - 6902
September 1992 92.4 Fair Good Satisfactory Good - 6740
December 1990 92.6 Fair Good Satisfactory Good - 6467

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 264 132 120 12 0
Prestressed Concrete Girder/Beam linear ft. 198 114 16 2 66
Deck
Reinforced Concrete Deck sq. ft. 908 899 9 0 0
Wearing Surfaces sq. ft. 1,320 1,320 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 102 0 102 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 7 0 7 0 0
Bearings
Elastomeric Bearing each 12 12 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 68 68 0 0 0
BridgeReports.com | PA 248 (LR 471) over TRIB.TOHOKENDAUQUA CREEK, Northampton County, Pennsylvania
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PA 248 (LR 471) over TRIB.TOHOKENDAUQUA CREEK

Map

Coordinates:
+40.74815, -75.47126
40°44'53" N, 75°28'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 248 (LR 471) over TRIB.TOHOKENDAUQUA CREEK
Structure number: 000000000028581
Old structure number: 480248019016480 (from 1992 edition)
Location: BEERSVILLE
Purpose: Carries highway over waterway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 34.1 ft. [10.4 m]
Total length: 35.1 ft. [10.7 m]
Roadway width between curbs: 26.2 ft. [8.0 m]
Deck width edge-to-edge: 45.6 ft. [13.9 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1929
Year reconstructed: 1964
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Poor
Status: Posted for other load-capacity restriction [R]
Average daily traffic: 8,151 [as of 2015]
Truck traffic: 8% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Serious [3 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 60.8 tons [55.3 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 21.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 21.0 Poor Fair Serious Poor SD 8151
June 2014 43.2 Poor Fair Serious Poor SD 8169
July 2013 43.2 Poor Fair Serious Poor SD 8169
July 2012 43.7 Poor Fair Serious Poor SD 7751
July 2010 82.5 Fair Satisfactory Fair Fair - 7806
July 2008 81.7 Fair Satisfactory Fair Fair - 8921
May 2006 83.1 Fair Satisfactory Fair Fair - 6980
May 2004 83.2 Fair Satisfactory Satisfactory Fair - 6816
June 2002 83.1 Fair Satisfactory Satisfactory Fair - 6913
July 2000 94.0 Fair Satisfactory Satisfactory Satisfactory - 8134
July 1998 91.1 Fair Good Satisfactory Satisfactory - 7959
July 1996 91.2 Fair Good Satisfactory Satisfactory - 7258
July 1994 91.4 Fair Good Satisfactory Satisfactory - 7081

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 210 167 8 0 35
Reinforced Concrete Girder/Beam linear ft. 210 161 35 6 8
Deck
Reinforced Concrete Deck sq. ft. 1,593 1,497 96 0 0
Wearing Surfaces sq. ft. 1,400 1,400 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 138 110 15 0 13
Bearings
Elastomeric Bearing each 12 12 0 0 0
Enclosed/Concealed Bearing each 6 0 6 0 0
Fixed Bearing each 6 0 6 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 76 76 0 0 0
BridgeReports.com | Keystone Street over Nancy Run, Northampton County, Pennsylvania
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Keystone Street over Nancy Run

Map

Coordinates:
+40.64417, -75.33333
40°38'39" N, 75°19'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Keystone Street over Nancy Run
Structure number: 000000000045342
Old structure number: 487101000000020 (from 1992 edition)
Location: Near Freemansburg
Purpose: Carries highway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 24.9 ft. [7.6 m]
Roadway width between curbs: 21.7 ft. [6.6 m]
Deck width edge-to-edge: 23.6 ft. [7.2 m]
Owner: Town or Township Highway Agency [03]
Year built: 1930
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 400 [as of 2011]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 14.0 tons [12.7 metric tons]
Inventory rating: 8.0 tons [7.3 metric tons]
Sufficiency rating: 24.9
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 24.9 Fair Fair Fair Fair FO 400
October 2014 24.7 Fair Fair Fair Fair FO 400
October 2012 51.8 Fair Fair Fair Fair - 400
October 2010 51.8 Fair Fair Fair Fair - 400
October 2009 20.7 Poor Fair Fair Critical SD 400
BridgeReports.com | MILLER ROAD over OUGHOUGHTON CREEK, Northampton County, Pennsylvania
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MILLER ROAD over OUGHOUGHTON CREEK

Map

Coordinates:
+40.81734, -75.12287
40°49'02" N, 75°07'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MILLER ROAD over OUGHOUGHTON CREEK
Structure number: 000000000028846
Old structure number: 487208069292100 (from 1992 edition)
Location: 1 M. NORTH OF SR 1004
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 43.0 ft. [13.1 m]
Total length: 44.9 ft. [13.7 m]
Roadway width between curbs: 20.0 ft. [6.1 m]
Deck width edge-to-edge: 23.0 ft. [7.0 m]
Skew angle: 25°
Owner: County Highway Agency [02]
Year built: 1930
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 100 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 27.0 tons [24.5 metric tons]
Inventory rating: 16.0 tons [14.5 metric tons]
Sufficiency rating: 46.4
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 46.4 Poor Fair Poor Poor SD 100
December 2013 46.4 Poor Fair Poor Poor SD 100
December 2012 40.9 Poor Fair Poor Poor SD 100
December 2011 40.9 Poor Fair Poor Poor SD 100
December 2009 38.8 Poor Poor Poor Fair SD 100
February 2008 38.8 Poor Poor Poor Fair SD 100
September 2005 38.8 Poor Poor Poor Fair SD 100
September 2003 38.8 Poor Poor Poor Satisfactory SD 100
September 2001 38.8 Poor Poor Poor Satisfactory SD 100
September 1999 38.8 Poor Poor Poor Satisfactory SD 100
October 1997 38.8 Poor Poor Poor Satisfactory SD 100
September 1996 38.8 Poor Poor Poor Satisfactory SD 100
October 1994 42.1 Poor Poor Poor Satisfactory SD 100
February 1993 42.1 Poor Poor Poor Poor SD 100
December 1991 42.1 Poor Poor Poor Poor SD 100
January 1990 44.1 Poor Fair Poor Fair SD 100
BridgeReports.com | PENN DIXIE ROAD over E. BR. MONOCACY CREEK, Northampton County, Pennsylvania
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PENN DIXIE ROAD over E. BR. MONOCACY CREEK

Map

Coordinates:
+40.73825, -75.38272
40°44'18" N, 75°22'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PENN DIXIE ROAD over E. BR. MONOCACY CREEK
Structure number: 000000000043171
Old structure number: 487215000000010 (from 1992 edition)
Location: NE OF BATH
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.0 ft. [7.3 m]
Total length: 24.9 ft. [7.6 m]
Roadway width between curbs: 17.1 ft. [5.2 m]
Deck width edge-to-edge: 20.0 ft. [6.1 m]
Skew angle: 23°
Owner: Town or Township Highway Agency [03]
Year built: 1930
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 94.8 tons [86.2 metric tons]
Inventory rating: 56.9 tons [51.7 metric tons]
Sufficiency rating: 67.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2016 67.0 Fair Satisfactory Good Fair FO 150
November 2014 67.0 Fair Good Good Fair FO 150
November 2012 51.0 Fair Good Good Fair FO 150
November 2010 51.2 Fair Good Good Fair FO 150
November 2009 29.4 Poor Good Good Critical SD 100
November 2008 29.4 Poor Good Good Critical SD 100
November 2005 95.0 Fair Good Good Satisfactory - 100
2000 98.0 - - - - - 100
BridgeReports.com | SR 2001 (LR 48009) over EAST BRANCH SAUCON CREEK, Northampton County, Pennsylvania
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SR 2001 (LR 48009) over EAST BRANCH SAUCON CREEK

Map

Coordinates:
+40.60564, -75.28286
40°36'20" N, 75°16'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2001 (LR 48009) over EAST BRANCH SAUCON CREEK
Structure number: 000000000028706
Old structure number: 482001006000000 (from 1992 edition)
Location: LOWER SAUCON RD.@ SR 2006
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 21.0 ft. [6.4 m]
Deck width edge-to-edge: 24.3 ft. [7.4 m]
Owner: State Highway Agency [01]
Year built: 1930
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 934 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 68.1
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $79,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 68.1 Fair Satisfactory Fair Fair FO 934
November 2014 68.1 Fair Satisfactory Fair Fair FO 930
December 2012 66.0 Fair Satisfactory Fair Fair FO 1110
January 2011 66.0 Fair Satisfactory Fair Fair FO 1109
January 2009 66.0 Fair Satisfactory Fair Fair FO 1096
January 2007 66.1 Fair Satisfactory Fair Fair FO 1004
January 2005 66.1 Fair Satisfactory Fair Fair FO 955
February 2003 66.1 Fair Satisfactory Fair Fair FO 941
March 2001 66.0 Fair Satisfactory Fair Fair FO 1054
April 1999 66.0 Fair Satisfactory Fair Fair FO 1022
May 1997 66.1 Fair Satisfactory Fair Fair FO 974
June 1995 66.1 Fair Satisfactory Fair Fair FO 928
July 1993 77.3 Fair Satisfactory Satisfactory Satisfactory FO 883
October 1991 77.3 Fair Satisfactory Satisfactory Satisfactory FO 847

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 189 46 46 97 0
Deck
Reinforced Concrete Deck sq. ft. 792 744 48 0 0
Wearing Surfaces sq. ft. 693 693 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 98 55 35 8 0
Bearings
Enclosed/Concealed Bearing each 12 12 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 66 33 33 0 0
BridgeReports.com | T-701 over JACOBY CREEK, Northampton County, Pennsylvania
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T-701 over JACOBY CREEK

Map

Coordinates:
+40.91007, -75.12694
40°54'36" N, 75°07'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: T-701 over JACOBY CREEK
Structure number: 000000000028874
Old structure number: 487214070192120 (from 1992 edition)
Location: EAST OF JOHNSONVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.0 ft. [7.3 m]
Total length: 25.9 ft. [7.9 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Owner: County Highway Agency [02]
Year built: 1930
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 65.9 tons [59.9 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 77.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 77.0 Fair Fair Fair Fair - 150
November 2013 77.0 Fair Fair Fair Fair - 150
November 2011 77.0 Fair Fair Fair Fair - 150
November 2009 75.0 Fair Fair Fair Satisfactory - 150
February 2008 75.0 Fair Fair Fair Satisfactory - 150
August 2005 89.0 Fair Good Satisfactory Good - 150
August 2003 89.0 Fair Good Satisfactory Good - 150
August 2001 89.0 Fair Good Satisfactory Good - 150
August 1999 89.0 Fair Good Satisfactory Good - 150
October 1997 89.0 Fair Good Satisfactory Good - 150
September 1996 89.0 Fair Good Satisfactory Good - 150
October 1994 85.0 Fair Good Satisfactory Good - 150
November 1992 85.0 Fair Good Satisfactory Good - 150
November 1991 85.0 Fair Good Satisfactory Good - 150
December 1989 85.0 Fair Good Satisfactory Good - 150
BridgeReports.com | Washington Street over Nancy Run, Northampton County, Pennsylvania
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Washington Street over Nancy Run

Map

Coordinates:
+40.64139, -75.33333
40°38'29" N, 75°19'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Washington Street over Nancy Run
Structure number: 000000000045341
Old structure number: 487101000000010 (from 1992 edition)
Location: Near Freemansburg
Purpose: Carries highway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 24.9 ft. [7.6 m]
Roadway width between curbs: 19.0 ft. [5.8 m]
Deck width edge-to-edge: 21.0 ft. [6.4 m]
Skew angle:
Owner: Town or Township Highway Agency [03]
Year built: 1930
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 100 [as of 2011]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 16.9 tons [15.4 metric tons]
Inventory rating: 10.0 tons [9.1 metric tons]
Sufficiency rating: 46.4
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 46.4 Fair Fair Fair Good FO 100
October 2014 53.2 Fair Fair Satisfactory Good FO 100
October 2013 53.4 Fair Fair Satisfactory Good FO 100
October 2012 53.2 Fair Fair Satisfactory Good FO 100
October 2010 53.4 Fair Fair Satisfactory Good FO 100
October 2009 53.4 Fair Fair Satisfactory Good FO 100
BridgeReports.com | PA 512 (LR 752) over BUSHKILL CR., Northampton County, Pennsylvania
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PA 512 (LR 752) over BUSHKILL CR.

Map

Coordinates:
+40.78937, -75.36531
40°47'22" N, 75°21'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 512 (LR 752) over BUSHKILL CR.
Structure number: 000000000028606
Old structure number: 480512021015820 (from 1992 edition)
Location: W.MOORESTOWN RD.@ HEYER
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 38.1 ft. [11.6 m]
Total length: 80.1 ft. [24.4 m]
Roadway width between curbs: 23.6 ft. [7.2 m]
Deck width edge-to-edge: 26.2 ft. [8.0 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1932
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 11,265 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 49.0 tons [44.5 metric tons]
Inventory rating: 28.9 tons [26.3 metric tons]
Sufficiency rating: 40.1
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2015 40.1 Poor Fair Poor Poor SD 11265
May 2014 42.9 Poor Fair Poor Poor SD 6832
June 2012 42.4 Poor Fair Fair Poor SD 6836
June 2010 42.9 Poor Fair Fair Poor SD 6776
July 2008 41.9 Poor Fair Fair Poor SD 8380
July 2006 42.0 Poor Fair Fair Poor SD 8177
May 2004 41.4 Poor Fair Fair Poor SD 8642
June 2002 41.6 Poor Fair Fair Poor SD 8356
July 2000 59.4 Fair Fair Fair Fair FO 8257
July 1998 58.5 Fair Fair Fair Fair FO 10478
July 1996 65.4 Fair Fair Satisfactory Fair FO 9748
August 1994 65.7 Fair Fair Satisfactory Fair FO 9269
October 1992 65.8 Fair Fair Satisfactory Fair FO 9052
January 1991 65.9 Fair Fair Fair Satisfactory FO 8749

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 462 0 372 70 20
Deck
Reinforced Concrete Deck sq. ft. 1,976 1,857 119 0 0
Wearing Surfaces sq. ft. 1,806 1,716 90 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 44 0 39 5 0
Reinforced Concrete Abutment linear ft. 133 122 11 0 0
Bearings
Enclosed/Concealed Bearing each 24 20 4 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 152 60 50 24 18
BridgeReports.com | SR 946 (LR 752) over TRIB. HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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SR 946 (LR 752) over TRIB. HOKENDAUQUA CREEK

Map

Coordinates:
+40.78406, -75.48974
40°47'03" N, 75°29'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 946 (LR 752) over TRIB. HOKENDAUQUA CREEK
Structure number: 000000000028646
Old structure number: 480946009022860 (from 1992 edition)
Location: MOUNTAIN VIEW DRIVE
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 26.9 ft. [8.2 m]
Roadway width between curbs: 23.3 ft. [7.1 m]
Deck width edge-to-edge: 25.6 ft. [7.8 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1932
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 2,664 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 61.8 tons [56.2 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 65.9
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2015 65.9 Fair Good Good Fair FO 2664
January 2013 65.9 Fair Good Good Fair FO 2670
March 2011 75.7 Fair Satisfactory Good Satisfactory FO 2662
March 2009 75.0 Fair Satisfactory Good Satisfactory FO 3465
March 2007 77.0 Fair Good Good Satisfactory FO 3399
March 2005 74.3 Fair Good Good Satisfactory FO 6042
April 2003 74.4 Good Good Good Good FO 5953
May 2001 74.5 Good Good Good Good FO 5825
June 1999 76.6 Good Good Good Good FO 3668
June 1997 76.8 Fair Good Good Satisfactory FO 3495
July 1995 76.8 Good Good Good Good FO 3330
July 1993 76.9 Good Good Very Good Good FO 3170
October 1991 77.1 Good Good Very Good Good FO 3036

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 162 162 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 689 682 7 0 0
Wearing Surfaces sq. ft. 630 630 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 94 86 8 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Bearings
Enclosed/Concealed Bearing each 12 12 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 54 54 0 0 0
BridgeReports.com | ILLICKS MILL ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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ILLICKS MILL ROAD over MONOCACY CREEK

Map

Coordinates:
+40.64129, -75.37924
40°38'29" N, 75°22'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: ILLICKS MILL ROAD over MONOCACY CREEK
Structure number: 000000000028908
Old structure number: 487301000090930 (from 1992 edition)
Location: W. OF SR 3011 (CENTER ST)
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 42.0 ft. [12.8 m]
Total length: 91.9 ft. [28.0 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 52.5 ft. [16.0 m]
Owner: County Highway Agency [02]
Year built: 1932
Year reconstructed: 1968
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,000 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present desirable criteria [8]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 53.9 tons [49.0 metric tons]
Sufficiency rating: 97.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 97.7 Fair Satisfactory Satisfactory Good - 1000
May 2014 97.7 Fair Satisfactory Satisfactory Good - 1000
May 2012 97.7 Fair Satisfactory Satisfactory Good - 1000
May 2010 97.7 Good Good Good Good - 1000
June 2008 97.7 Good Good Good Good - 1000
October 2005 97.7 Good Good Good Good - 1000
October 2003 97.7 Good Good Good Good - 1000
October 2001 97.7 Good Good Good Good - 1000
October 1999 97.7 Good Good Good Good - 1000
December 1997 97.7 Good Good Good Good - 1000
November 1996 97.7 Good Good Good Good - 1000
November 1994 97.7 Good Good Good Good - 1000
January 1993 97.7 Good Good Good Good - 1000
February 1992 97.7 Good Good Good Good - 1000
January 1990 99.7 Good Good Good Good - 1000
BridgeReports.com | NORTHAMPTON ST. over WEST MONOCACY CREEK, Northampton County, Pennsylvania
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NORTHAMPTON ST. over WEST MONOCACY CREEK

Map

Coordinates:
+40.72694, -75.39526
40°43'37" N, 75°23'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: NORTHAMPTON ST. over WEST MONOCACY CREEK
Structure number: 000000000028920
Old structure number: 487402000091170 (from 1992 edition)
Location: 0.1 M. WEST OF PA 987
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 32.2 ft. [9.8 m]
Roadway width between curbs: 33.1 ft. [10.1 m]
Deck width edge-to-edge: 47.9 ft. [14.6 m]
Owner: County Highway Agency [02]
Year built: 1934
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 700 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 54.9 tons [49.9 metric tons]
Inventory rating: 32.9 tons [29.9 metric tons]
Sufficiency rating: 84.7
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2015 84.7 Fair Satisfactory Fair Fair - 700
April 2013 84.7 Fair Satisfactory Fair Fair - 700
April 2012 86.0 Fair Satisfactory Fair Fair - 700
April 2010 85.0 Fair Satisfactory Fair Fair - 700
May 2008 85.0 Fair Satisfactory Fair Fair - 700
October 2005 84.9 Fair Good Satisfactory Fair - 700
October 2003 84.9 Fair Good Satisfactory Fair - 700
October 2001 84.9 Fair Good Satisfactory Fair - 700
October 1999 84.9 Fair Good Satisfactory Fair - 700
October 1997 59.0 Fair Good Satisfactory Fair - 700
November 1996 59.0 Fair Good Satisfactory Fair - 700
October 1994 59.1 Fair Good Satisfactory Fair - 700
January 1993 59.1 Fair Good Satisfactory Fair - 700
January 1992 59.1 Fair Good Satisfactory Fair - 700
December 1989 59.1 Fair Good Satisfactory Fair - 700
BridgeReports.com | SR 2001 (LR 48009) over EAST BRANCH SAUCON CREEK, Northampton County, Pennsylvania
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SR 2001 (LR 48009) over EAST BRANCH SAUCON CREEK

Map

Coordinates:
+40.60072, -75.28423
40°36'03" N, 75°17'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2001 (LR 48009) over EAST BRANCH SAUCON CREEK
Structure number: 000000000028705
Old structure number: 482001005000000 (from 1992 edition)
Location: NEAR INT. WITH APPLE ST.
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 28.9 ft. [8.8 m]
Total length: 32.2 ft. [9.8 m]
Roadway width between curbs: 23.6 ft. [7.2 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1934
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 928 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 58.9 tons [53.5 metric tons]
Inventory rating: 35.0 tons [31.8 metric tons]
Sufficiency rating: 70.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 70.0 Fair Fair Fair Fair - 928
January 2013 50.6 Poor Fair Fair Poor SD 930
January 2011 68.2 Fair Satisfactory Fair Fair - 930
January 2009 68.2 Fair Satisfactory Fair Fair - 919
January 2007 66.0 Fair Satisfactory Fair Fair FO 1053
January 2005 66.1 Fair Satisfactory Satisfactory Fair FO 1002
February 2003 66.0 Fair Satisfactory Satisfactory Fair FO 1113
March 2001 66.0 Fair Satisfactory Satisfactory Fair FO 1100
April 1999 88.8 Fair Satisfactory Satisfactory Satisfactory - 223
May 1997 79.3 Fair Satisfactory Satisfactory Satisfactory - 974
June 1995 79.3 Fair Satisfactory Satisfactory Satisfactory - 928
July 1993 79.3 Fair Satisfactory Good Good - 883
October 1991 79.4 Fair Satisfactory Good Good - 847
BridgeReports.com | SR 3018(LR 48050) over TRIB.TO CATASAUQUA CREEK, Northampton County, Pennsylvania
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SR 3018(LR 48050) over TRIB.TO CATASAUQUA CREEK

Map

Coordinates:
+40.72470, -75.43841
40°43'29" N, 75°26'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3018(LR 48050) over TRIB.TO CATASAUQUA CREEK
Structure number: 000000000028768
Old structure number: 483018006000000 (from 1992 edition)
Location: OLD CARRIAGE ROAD
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 28.9 ft. [8.8 m]
Total length: 32.2 ft. [9.8 m]
Roadway width between curbs: 23.0 ft. [7.0 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1935
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 231 [as of 2015]
Truck traffic: 6% of total traffic
Deck condition: Poor [4 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 51.9 tons [47.2 metric tons]
Inventory rating: 30.9 tons [28.1 metric tons]
Sufficiency rating: 70.5
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2014 70.5 Poor Poor Fair Fair SD 231
December 2012 67.8 Fair Fair Fair Fair - 382
December 2010 70.8 Fair Fair Fair Fair - 385
December 2008 70.8 Fair Fair Fair Fair - 318
December 2006 70.8 Fair Fair Fair Fair - 302
December 2004 70.7 Fair Fair Fair Satisfactory - 567
January 2003 81.8 Fair Fair Satisfactory Satisfactory - 548
February 2001 81.8 Fair Fair Satisfactory Satisfactory - 537
February 1999 81.8 Fair Fair Satisfactory Satisfactory - 525
March 1997 81.5 Fair Fair Satisfactory Good - 488
April 1995 81.0 Fair Fair Satisfactory Good - 476
May 1993 81.0 Fair Fair Satisfactory Good - 464
August 1991 80.9 Fair Fair Satisfactory Good - 738
BridgeReports.com | SR 4014 (LR 48043) over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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SR 4014 (LR 48043) over HOKENDAUQUA CREEK

Map

Coordinates:
+40.79311, -75.43883
40°47'35" N, 75°26'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4014 (LR 48043) over HOKENDAUQUA CREEK
Structure number: 000000000028787
Old structure number: 484014007000000 (from 1992 edition)
Location: W.SCENIC DRIVE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 39.0 ft. [11.9 m]
Total length: 42.0 ft. [12.8 m]
Roadway width between curbs: 23.0 ft. [7.0 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Owner: State Highway Agency [01]
Year built: 1935
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Other [9]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 600 [as of 2015]
Truck traffic: 9% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 64.9 tons [59.0 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 72.7
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 72.7 Fair Fair Fair Fair - 600
September 2013 71.7 Fair Fair Fair Fair - 601
September 2011 56.7 Poor Fair Fair Poor SD 471
September 2009 72.8 Fair Fair Fair Fair - 464
September 2007 70.7 Fair Fair Fair Fair - 476
September 2005 70.8 Fair Fair Fair Fair - 449
January 2004 70.8 Fair Fair Fair Fair - 438
February 2002 71.8 Fair Satisfactory Satisfactory Fair - 412
April 2000 81.8 Fair Fair Satisfactory Good - 408
April 1998 82.8 Fair Satisfactory Satisfactory Satisfactory - 399
May 1996 82.8 Fair Satisfactory Satisfactory Good - 371
May 1994 82.6 Fair Good Satisfactory Good - 353
July 1992 82.6 Fair Good Satisfactory Good - 345
September 1990 81.6 Fair Fair Satisfactory Very Good - 332

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 237 192 15 30 0
Deck
Reinforced Concrete Deck sq. ft. 1,193 1,121 72 0 0
Wearing Surfaces sq. ft. 962 914 48 0 0
Substructure
Reinforced Concrete Abutment linear ft. 92 80 12 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Bearings
Enclosed/Concealed Bearing each 12 12 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 83 71 12 0 0
BridgeReports.com | MILL STREET over MONOCACY CREEK, Northampton County, Pennsylvania
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MILL STREET over MONOCACY CREEK

Map

Coordinates:
+40.72334, -75.39467
40°43'24" N, 75°23'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MILL STREET over MONOCACY CREEK
Structure number: 000000000028919
Old structure number: 487402000091150 (from 1992 edition)
Location: BETWEEN PA 329 & 512
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 44.0 ft. [13.4 m]
Total length: 45.9 ft. [14.0 m]
Roadway width between curbs: 20.0 ft. [6.1 m]
Deck width edge-to-edge: 20.0 ft. [6.1 m]
Skew angle: 30°
Owner: County Highway Agency [02]
Year built: 1936
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Steel [3]
Main span design: Truss - Thru [10]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 900 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 37.0 tons [33.6 metric tons]
Inventory rating: 22.0 tons [20.0 metric tons]
Sufficiency rating: 46.7
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $41,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 46.7 Fair Fair Fair Fair FO 900
April 2014 46.5 Fair Fair Fair Fair FO 900
April 2013 47.7 Fair Satisfactory Fair Fair FO 900
April 2012 47.7 Fair Satisfactory Fair Fair FO 900
April 2010 60.6 Fair Satisfactory Fair Fair FO 900
May 2008 71.7 Fair Satisfactory Satisfactory Good FO 900
October 2005 71.5 Fair Satisfactory Satisfactory Good FO 900
October 2003 71.5 Fair Satisfactory Satisfactory Good FO 900
October 2001 71.4 Fair Satisfactory Satisfactory Good FO 900
October 1999 71.4 Fair Good Satisfactory Good FO 900
October 1997 72.9 Fair Good Satisfactory Good FO 900
November 1996 72.9 Fair Good Satisfactory Good FO 900
October 1994 72.9 Fair Good Satisfactory Good FO 900
January 1993 72.9 Good Good Good Good FO 900
January 1992 72.9 Good Good Good Good FO 900
December 1989 72.9 Good Good Good Good FO 900
BridgeReports.com | SEIDERSVILLE ROAD over SAUCON CREEK, Northampton County, Pennsylvania
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SEIDERSVILLE ROAD over SAUCON CREEK

Map

Coordinates:
+40.59105, -75.34769
40°35'28" N, 75°20'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SEIDERSVILLE ROAD over SAUCON CREEK
Structure number: 000000000028904
Old structure number: 487301000090190 (from 1992 edition)
Location: 0.2 MILES WEST OF PA 412
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 130.9 ft. [39.9 m]
Total length: 134.8 ft. [41.1 m]
Roadway width between curbs: 18.0 ft. [5.5 m]
Deck width edge-to-edge: 20.7 ft. [6.3 m]
Vertical clearance above deck: 16.1 ft. [4.9 m]
Owner: County Highway Agency [02]
Year built: 1936
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Steel [3]
Main span design: Truss - Thru [10]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Poor
Status: Bridge closed to all traffic [K]
Average daily traffic: 600 [as of 2010]
Deck condition: Poor [4 out of 9]
Superstructure condition: Imminent Failure [1 out of 9]
Substructure condition: Fair [5 out of 9]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Meets minimum tolerable limits to be left in place as is [4]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating: 15.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $734,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 15.8 Poor Poor Imminent Failure Fair SD 600
June 2014 15.8 Poor Poor Imminent Failure Fair SD 600
June 2012 15.8 Poor Poor Imminent Failure Fair SD 600
June 2010 18.4 Poor Fair Critical Fair SD 600
June 2008 36.0 Poor Fair Critical Fair SD 100
November 2005 36.0 Poor Fair Critical Fair SD 100
November 2003 36.0 Poor Fair Critical Fair SD 100
November 2001 36.0 Poor Fair Critical Fair SD 100
December 1999 36.0 Poor Fair Critical Fair SD 100
December 1997 36.0 Poor Fair Critical Fair SD 100
October 1996 36.0 Poor Fair Critical Critical SD 100
December 1995 36.0 Poor Fair Critical Critical SD 100
December 1993 36.0 Poor Fair Fair Critical SD 100
January 1992 36.0 Poor Fair Critical Critical SD 100
January 1990 36.0 Poor Fair Critical Critical SD 100
BridgeReports.com | DEPUES ROAD over OUGHOUGHTON CREEK, Northampton County, Pennsylvania
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DEPUES ROAD over OUGHOUGHTON CREEK

Map

Coordinates:
+40.79182, -75.11960
40°47'31" N, 75°07'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: DEPUES ROAD over OUGHOUGHTON CREEK
Structure number: 000000000028835
Old structure number: 487208066190310 (from 1992 edition)
Location: EAST OF SR 1004
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 44.0 ft. [13.4 m]
Total length: 45.9 ft. [14.0 m]
Roadway width between curbs: 17.7 ft. [5.4 m]
Deck width edge-to-edge: 18.7 ft. [5.7 m]
Skew angle: 20°
Owner: County Highway Agency [02]
Year built: 1937
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Steel [3]
Main span design: Truss - Thru [10]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 150 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Serious [3 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 5.0 tons [4.5 metric tons]
Inventory rating: 3.0 tons [2.7 metric tons]
Sufficiency rating: 20.7
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $38,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 20.7 Poor Fair Serious Poor SD 150
June 2014 20.7 Poor Fair Serious Poor SD 150
December 2012 20.7 Poor Fair Serious Poor SD 150
December 2011 20.7 Poor Fair Serious Poor SD 150
December 2009 63.9 Fair Satisfactory Fair Fair FO 150
February 2008 63.9 Fair Satisfactory Fair Fair FO 150
September 2005 63.9 Fair Good Fair Satisfactory FO 150
September 2003 63.9 Fair Good Fair Good FO 150
September 2001 63.9 Fair Good Fair Good FO 150
September 1999 74.9 Good Good Good Good FO 150
December 1997 74.9 Good Good Good Good FO 150
September 1996 74.9 Good Good Good Good FO 150
October 1994 74.9 Good Good Good Good FO 150
November 1992 72.9 Good Good Good Good FO 150
December 1991 72.9 Good Good Good Good FO 150
January 1990 72.9 Good Good Good Good FO 150
BridgeReports.com | FRONT ST over SILVER CREEK, Northampton County, Pennsylvania
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FRONT ST over SILVER CREEK

Map

Coordinates:
+40.57863, -75.34261
40°34'43" N, 75°20'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: FRONT ST over SILVER CREEK
Structure number: 000000000028925
Old structure number: 487407000000010 (from 1992 edition)
Location: SOUTH OF WATER ST
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 22.0 ft. [6.7 m]
Total length: 25.9 ft. [7.9 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 60.0 ft. [18.3 m]
Skew angle:
Owner: City or Municipal Highway Agency [04]
Year built: 1937
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 2,200 [as of 2009]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 83.8 tons [76.2 metric tons]
Inventory rating: 49.9 tons [45.4 metric tons]
Sufficiency rating: 94.9
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 94.9 Fair Good Satisfactory Good - 2200
September 2013 96.9 Fair Good Satisfactory Good - 2200
September 2011 96.9 Fair Good Satisfactory Good - 2200
September 2009 96.9 Fair Good Satisfactory Good - 2200
September 2007 96.9 Fair Good Satisfactory Good - 2200
September 2005 96.8 Fair Good Satisfactory Good - 2200
September 2003 96.8 Fair Good Satisfactory Good - 2200
September 2001 94.8 Fair Good Satisfactory Good - 2200
September 1999 94.8 Fair Good Satisfactory Good - 2200
September 1997 97.8 Fair Good Satisfactory Good - 2200
October 1995 97.8 Fair Good Satisfactory Good - 2200
November 1993 97.8 Fair Good Satisfactory Good - 2200
November 1991 97.8 Fair Good Satisfactory Good - 2200
BridgeReports.com | OLD FILETOWN ROAD over BUSHKILL CREEK, Northampton County, Pennsylvania
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OLD FILETOWN ROAD over BUSHKILL CREEK

Map

Coordinates:
+40.77191, -75.28112
40°46'19" N, 75°16'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: OLD FILETOWN ROAD over BUSHKILL CREEK
Structure number: 000000000028809
Old structure number: 487203059790720 (from 1992 edition)
Location: SOUTH OF BELFAST
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 65.9 ft. [20.1 m]
Total length: 67.9 ft. [20.7 m]
Roadway width between curbs: 20.0 ft. [6.1 m]
Deck width edge-to-edge: 20.0 ft. [6.1 m]
Owner: County Highway Agency [02]
Year built: 1937
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Steel [3]
Main span design: Truss - Thru [10]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 10 [as of 2010]
Deck condition: Serious [3 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Basically intolerable requiring high priority of corrrective action [3]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 35.0 tons [31.8 metric tons]
Sufficiency rating: 44.7
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $54,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 44.7 Poor Serious Poor Fair SD 10
April 2014 44.6 Poor Serious Poor Fair SD 10
April 2013 44.7 Poor Serious Poor Fair SD 10
April 2012 44.6 Poor Serious Poor Fair SD 20
April 2010 65.6 Fair Satisfactory Fair Satisfactory FO 20
April 2008 76.6 Fair Satisfactory Satisfactory Satisfactory FO 20
October 2005 74.5 Fair Good Satisfactory Satisfactory FO 20
October 2003 74.5 Fair Good Satisfactory Satisfactory FO 20
October 2001 74.5 Fair Good Satisfactory Satisfactory FO 20
October 1999 74.5 Fair Good Satisfactory Satisfactory FO 20
December 1997 74.5 Fair Good Satisfactory Satisfactory FO 20
October 1996 42.0 Fair Good Satisfactory Satisfactory FO 20
December 1994 42.0 Fair Good Good Satisfactory FO 20
February 1993 39.0 Poor Poor Good Satisfactory SD 20
December 1991 39.0 Poor Poor Good Satisfactory SD 20
December 1989 39.0 Poor Poor Good Satisfactory SD 20
BridgeReports.com | PA 611 (LR 166) over SLATEFORD CREEK, Northampton County, Pennsylvania
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PA 611 (LR 166) over SLATEFORD CREEK

Map

Coordinates:
+40.94697, -75.11422
40°56'49" N, 75°06'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 611 (LR 166) over SLATEFORD CREEK
Structure number: 000000000028640
Old structure number: 480611066012820 (from 1992 edition)
Location: SLATEFORD,NO.DELAWARE DR.
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 14.1 ft. [4.3 m]
Total length: 33.1 ft. [10.1 m]
Owner: State Highway Agency [01]
Year built: 1937
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 3,644 [as of 2015]
Truck traffic: 11% of total traffic
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition: Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 93.8 tons [85.3 metric tons]
Inventory rating: 55.9 tons [50.8 metric tons]
Sufficiency rating: 71.0

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
September 2015 71.0 Poor 4 out of 10 SD 3644
September 2013 70.3 Poor 4 out of 10 SD 4935
September 2011 70.3 Poor 4 out of 10 SD 4889
September 2009 70.5 Poor 4 out of 10 SD 4525
September 2007 70.6 Poor 4 out of 10 SD 4377
September 2005 70.7 Poor 4 out of 10 SD 4277
January 2004 70.8 Poor 4 out of 10 SD 4071
February 2002 71.1 Poor 4 out of 10 SD 3519
April 2000 71.1 Poor 4 out of 10 SD 3519
April 1998 71.0 Poor 4 out of 10 SD 3701
May 1996 87.3 Fair 5 out of 10 - 4058
June 1994 83.8 Fair 5 out of 10 - 11990
September 1992 69.9 Poor 4 out of 10 SD 5567
December 1990 70.0 Poor 4 out of 10 SD 5382

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Culvert
Reinforced Concrete Culvert linear ft. 330 0 319 4 7
BridgeReports.com | SR 3004 (LR 48003) over BLACK RIVER, Northampton County, Pennsylvania
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SR 3004 (LR 48003) over BLACK RIVER

Map

Coordinates:
+40.57861, -75.35947
40°34'43" N, 75°21'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3004 (LR 48003) over BLACK RIVER
Structure number: 000000000028754
Old structure number: 483004006012030 (from 1992 edition)
Location: 0.75 MI.W.OF HELLERTOWN
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 27.9 ft. [8.5 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1938
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 7,883 [as of 2016]
Truck traffic: 3% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 56.9 tons [51.7 metric tons]
Inventory rating: 33.9 tons [30.8 metric tons]
Sufficiency rating: 61.5
Recommended work: Other structural work, including hydraulic replacements. [38]
Estimated cost of work: $206,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 61.5 Fair Fair Fair Fair FO 7883
September 2014 61.5 Fair Fair Fair Fair FO 7882
October 2012 62.5 Fair Fair Fair Fair FO 6716
October 2010 63.1 Fair Fair Fair Fair FO 6591
October 2008 63.1 Fair Fair Fair Fair FO 6591
September 2006 60.9 Fair Fair Fair Fair FO 6920
September 2004 61.0 Fair Fair Fair Fair FO 6818
October 2002 59.7 Fair Fair Fair Fair FO 8485
November 2000 60.0 Fair Fair Fair Fair FO 8075
December 1998 62.0 Fair Fair Fair Fair FO 8075

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 168 56 72 35 5
Deck
Reinforced Concrete Deck sq. ft. 728 721 7 0 0
Wearing Surfaces sq. ft. 672 672 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 60 45 15 0 0
Bearings
Enclosed/Concealed Bearing each 12 12 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 56 41 15 0 0
BridgeReports.com | SR 3004 (LR 48003) over SAUCON CREEK, Northampton County, Pennsylvania
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SR 3004 (LR 48003) over SAUCON CREEK

Map

Coordinates:
+40.57894, -75.34530
40°34'44" N, 75°20'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3004 (LR 48003) over SAUCON CREEK
Structure number: 000000000028756
Old structure number: 483004008000000 (from 1992 edition)
Location: WATER STREET,HELLERTOWN
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 55.1 ft. [16.8 m]
Total length: 117.1 ft. [35.7 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 24.9 ft. [7.6 m]
Owner: State Highway Agency [01]
Year built: 1938
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: February 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 7,882 [as of 2014]
Truck traffic: 3% of total traffic
Deck condition: Serious [3 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 51.9 tons [47.2 metric tons]
Inventory rating: 30.9 tons [28.1 metric tons]
Sufficiency rating: 34.7
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
February 2015 34.7 Poor Serious Poor Fair SD 7882
March 2014 34.7 Poor Serious Poor Fair SD 7882
March 2012 39.9 Poor Poor Poor Fair SD 6716
November 2010 55.8 Poor Poor Fair Fair SD 6591
December 2008 55.8 Poor Poor Fair Fair SD 6591
November 2006 55.5 Poor Poor Fair Fair SD 6920
November 2004 55.3 Poor Poor Fair Fair SD 6818
November 2002 54.0 Poor Poor Fair Fair SD 8485
December 2000 54.3 Poor Poor Fair Fair SD 8075
December 1998 55.3 Poor Poor Fair Fair SD 8075
December 1996 66.0 Poor Poor Satisfactory Satisfactory SD 8835
January 1995 47.8 Poor Poor Satisfactory Satisfactory SD 8344
March 1993 38.9 Poor Poor Satisfactory Fair SD 8133
May 1991 38.2 Poor Poor Satisfactory Fair SD 7587

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 770 0 720 50 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 3,246 1,493 552 1,201 0
Wearing Surfaces sq. ft. 2,420 2,009 411 0 0
Substructure
Masonry Pier Wall linear ft. 34 23 6 5 0
Masonry Abutment linear ft. 112 61 15 36 0
Joints
Other Joint linear ft. 22 22 0 0 0
Bearings
Movable Bearing each 14 0 14 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Enclosed/Concealed Bearing each 14 14 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 234 0 0 142 92
BridgeReports.com | SR 3007 (LR 48011) over NANCY RUN, Northampton County, Pennsylvania
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SR 3007 (LR 48011) over NANCY RUN

Map

Coordinates:
+40.65243, -75.33311
40°39'09" N, 75°19'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3007 (LR 48011) over NANCY RUN
Structure number: 000000000028759
Old structure number: 483007007026290 (from 1992 edition)
Location: NR.BORO LINE,FREEMANSBURG
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 23.0 ft. [7.0 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1938
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 12,243 [as of 2014]
Truck traffic: 5% of total traffic
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition: Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 85.7

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
April 2015 85.7 Fair 5 out of 10 - 12243
April 2013 68.8 Poor 4 out of 10 SD 12243
April 2011 97.5 Fair 6 out of 10 - 10752
April 2009 97.5 Fair 6 out of 10 - 10552
April 2007 97.2 Fair 6 out of 10 - 11801
April 2005 97.3 Fair 6 out of 10 - 11412
April 2003 97.2 Fair 6 out of 10 - 12127
May 2001 97.3 Fair 6 out of 10 - 11541
May 1999 97.3 Fair 6 out of 10 - 11315
May 1997 95.5 Fair 6 out of 10 - 19382
June 1995 95.9 Fair 6 out of 10 - 18413

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Culvert
Reinforced Concrete Culvert linear ft. 81 56 15 10 0
BridgeReports.com | US 22 over DELAWARE RIVER, Northampton County, Pennsylvania
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US 22 over DELAWARE RIVER

Map

Coordinates:
+40.69000, -75.20500
40°41'24" N, 75°12'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: US 22 over DELAWARE RIVER
Structure number: 000000000028915
Location: CITY OF EASTON
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Tolls: Yes [1]
Length of largest span: 549.9 ft. [167.6 m]
Total length: 549.9 ft. [167.6 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 45.9 ft. [14.0 m]
Vertical clearance above deck: 16.7 ft. [5.1 m]
Owner: Local Toll Authority [32]
Year built: 1938
Year reconstructed: 1990
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Truss - Thru [10]
Deck type: Steel plate (includes orthotropic) [5]
Wearing surface: Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 34,500 [as of 2012]
Truck traffic: 6% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 83.8 tons [76.2 metric tons]
Inventory rating: 57.9 tons [52.6 metric tons]
Sufficiency rating: 60.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 60.0 Good Very Good Good Good FO 34500
May 2013 60.0 Fair Satisfactory Satisfactory Good FO 38477
May 2011 60.0 Fair Satisfactory Satisfactory Good FO 38477
BridgeReports.com | FLICKSVILLE ROAD over MARTINS CREEK, Northampton County, Pennsylvania
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FLICKSVILLE ROAD over MARTINS CREEK

Map

Coordinates:
+40.84438, -75.20221
40°50'40" N, 75°12'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: FLICKSVILLE ROAD over MARTINS CREEK
Structure number: 000000000028897
Old structure number: 487216070890540 (from 1992 edition)
Location: 0.1 MILE WEST OF LR48165
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 78.1 ft. [23.8 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 26.9 ft. [8.2 m]
Skew angle:
Owner: County Highway Agency [02]
Year built: 1939
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Number of main spans: 2
Main spans material: Concrete continuous [2]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 400 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 80.9 tons [73.5 metric tons]
Inventory rating: 47.9 tons [43.5 metric tons]
Sufficiency rating: 70.3

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 70.3 Fair Satisfactory Fair Fair - 400
December 2013 70.3 Fair Satisfactory Fair Fair - 400
December 2011 70.3 Fair Satisfactory Fair Fair - 400
December 2009 70.3 Fair Satisfactory Fair Fair - 400
February 2008 70.3 Fair Satisfactory Fair Fair - 400
August 2005 70.3 Fair Good Satisfactory Fair - 400
September 2003 70.3 Fair Good Fair Fair - 400
September 2001 70.3 Fair Good Fair Fair - 400
September 1999 70.3 Fair Good Fair Fair - 400
October 1997 70.3 Fair Good Fair Fair - 400
September 1996 70.3 Fair Good Fair Fair - 400
October 1994 68.8 Fair Good Fair Fair - 400
December 1992 68.8 Fair Good Fair Fair - 400
November 1991 68.8 Fair Good Fair Fair - 400
January 1990 71.8 Fair Good Fair Fair - 400
BridgeReports.com | SR 3016(LR48068) over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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SR 3016(LR48068) over HOKENDAUQUA CREEK

Map

Coordinates:
+40.72091, -75.50433
40°43'15" N, 75°30'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3016(LR48068) over HOKENDAUQUA CREEK
Structure number: 000000000028765
Old structure number: 483016002035050 (from 1992 edition)
Location: INDIAN TRAIL ROAD
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 44.9 ft. [13.7 m]
Total length: 94.2 ft. [28.7 m]
Roadway width between curbs: 25.9 ft. [7.9 m]
Deck width edge-to-edge: 28.5 ft. [8.7 m]
Owner: State Highway Agency [01]
Year built: 1939
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 3,093 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 85.8 tons [78.0 metric tons]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 48.3
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 48.3 Poor Poor Poor Fair SD 3093
January 2013 65.1 Poor Poor Fair Fair SD 3100
January 2011 67.3 Fair Fair Fair Fair FO 2935
January 2009 67.3 Fair Fair Fair Fair FO 2900
January 2007 64.2 Fair Fair Fair Fair FO 3000
January 2005 64.3 Fair Fair Fair Fair FO 2856
February 2003 64.3 Fair Fair Satisfactory Fair FO 2881
March 2001 64.3 Fair Fair Satisfactory Fair FO 2819
April 1999 64.4 Fair Fair Satisfactory Fair FO 2758
April 1997 68.3 Fair Fair Satisfactory Fair FO 2628
May 1995 80.3 Fair Satisfactory Good Satisfactory FO 2566
BridgeReports.com | SR 3020(LR 48063) over EAST BR.MONACACY CREEK, Northampton County, Pennsylvania
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SR 3020(LR 48063) over EAST BR.MONACACY CREEK

Map

Coordinates:
+40.71795, -75.36801
40°43'05" N, 75°22'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3020(LR 48063) over EAST BR.MONACACY CREEK
Structure number: 000000000028769
Old structure number: 483020003009940 (from 1992 edition)
Location: 1.5 MI.EAST OF BATH
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 32.2 ft. [9.8 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1939
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 6,330 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 39.9 tons [36.3 metric tons]
Inventory rating: 24.0 tons [21.8 metric tons]
Sufficiency rating: 33.7
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 33.7 Poor Poor Poor Satisfactory SD 6330
January 2014 22.6 Poor Poor Poor Satisfactory SD 6367
January 2013 24.9 Poor Poor Poor Satisfactory SD 6371
January 2011 47.1 Poor Poor Poor Fair SD 5860
January 2009 63.3 Poor Poor Fair Fair SD 5781
January 2007 64.4 Poor Poor Fair Fair SD 5687
January 2005 63.9 Poor Poor Fair Fair SD 6765
February 2003 63.9 Poor Poor Fair Fair SD 6685
March 2001 63.8 Poor Poor Fair Good SD 7015
March 1999 63.8 Poor Poor Fair Good SD 6877
April 1997 64.0 Poor Poor Fair Good SD 6597
April 1995 66.1 Fair Fair Fair Good FO 6455
BridgeReports.com | INDIAN TRAIL ROAD over INDIAN CREEK, Northampton County, Pennsylvania
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INDIAN TRAIL ROAD over INDIAN CREEK

Map

Coordinates:
+40.74384, -75.51216
40°44'38" N, 75°30'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: INDIAN TRAIL ROAD over INDIAN CREEK
Structure number: 000000000028832
Old structure number: 487207081100010 (from 1992 edition)
Location: SOUTH OF PENNSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 74.2 ft. [22.6 m]
Total length: 80.1 ft. [24.4 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 25.6 ft. [7.8 m]
Skew angle: 45°
Owner: Town or Township Highway Agency [03]
Year built: 1939
Year reconstructed: 1981
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,300 [as of 1978]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 59.8 tons [54.4 metric tons]
Sufficiency rating: 68.3
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $55,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2016 68.3 Fair Satisfactory Satisfactory Fair FO 1300
September 2014 69.3 Fair Satisfactory Satisfactory Fair FO 1300
September 2012 79.4 Fair Satisfactory Satisfactory Satisfactory FO 1300
September 2010 79.4 Fair Satisfactory Satisfactory Satisfactory FO 1300
December 2009 16.1 Poor Satisfactory Satisfactory Critical SD 1300
December 2008 16.1 Poor Satisfactory Satisfactory Critical SD 1300
December 2007 16.1 Poor Satisfactory Satisfactory Critical SD 1300
December 2005 16.1 Poor Satisfactory Satisfactory Critical SD 1300
December 2003 16.1 Poor Good Satisfactory Critical SD 1300
December 2001 16.1 Poor Good Good Critical SD 1300
December 1999 80.4 Fair Very Good Good Satisfactory FO 1300
November 1997 80.4 Good Very Good Good Good FO 1300
November 1995 80.4 Fair Very Good Good Satisfactory FO 1300
October 1993 80.4 Fair Very Good Very Good Satisfactory FO 1300
October 1991 80.4 Fair Very Good Very Good Satisfactory FO 1300
BridgeReports.com | SR 3016(LR 48068) over INDIAN CREEK, Northampton County, Pennsylvania
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SR 3016(LR 48068) over INDIAN CREEK

Map

Coordinates:
+40.72976, -75.50455
40°43'47" N, 75°30'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3016(LR 48068) over INDIAN CREEK
Structure number: 000000000028763
Old structure number: 483016002002180 (from 1992 edition)
Location: 1 MI.S.OF PENNSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 54.1 ft. [16.5 m]
Total length: 59.1 ft. [18.0 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 25.6 ft. [7.8 m]
Owner: State Highway Agency [01]
Year built: 1939
Year reconstructed: 1981
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 3,093 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 73.8 tons [67.1 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 79.5
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 79.5 Fair Satisfactory Satisfactory Satisfactory FO 3093
January 2013 79.5 Fair Satisfactory Satisfactory Satisfactory FO 3100
January 2011 78.6 Fair Good Satisfactory Satisfactory FO 2935
January 2009 78.6 Fair Good Good Satisfactory FO 2900
January 2007 78.6 Fair Good Good Satisfactory FO 3000
January 2005 78.6 Fair Good Good Satisfactory FO 2856
February 2003 78.6 Fair Good Good Satisfactory FO 2881
March 2001 79.6 Good Good Good Good FO 2819
March 1999 79.7 Good Good Good Good FO 2758
April 1997 79.7 Good Good Good Good FO 2628
May 1995 79.8 Good Very Good Very Good Very Good FO 2503
June 1993 79.8 Good Very Good Very Good Very Good FO 2383
August 1991 79.9 Good Very Good Very Good Very Good FO 2287
BridgeReports.com | SR 3020(LR 48063) over TRIB.TO MONOCACY CREEK, Northampton County, Pennsylvania
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SR 3020(LR 48063) over TRIB.TO MONOCACY CREEK

Map

Coordinates:
+40.71450, -75.35373
40°42'52" N, 75°21'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3020(LR 48063) over TRIB.TO MONOCACY CREEK
Structure number: 000000000028770
Old structure number: 483020005011170 (from 1992 edition)
Location: NEWBURG RD.@GEORGETOWN RD
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 35.1 ft. [10.7 m]
Total length: 38.1 ft. [11.6 m]
Roadway width between curbs: 30.2 ft. [9.2 m]
Deck width edge-to-edge: 32.2 ft. [9.8 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1940
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 7,312 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 33.9 tons [30.8 metric tons]
Inventory rating: 19.9 tons [18.1 metric tons]
Sufficiency rating: 23.9
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work: $442,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 23.9 Poor Poor Poor Fair SD 7312
November 2014 25.2 Poor Poor Poor Fair SD 6330
December 2013 25.1 Poor Poor Poor Fair SD 6367
January 2013 29.8 Poor Poor Poor Fair SD 6371
January 2011 64.3 Poor Poor Fair Fair SD 5860
January 2009 64.3 Poor Poor Fair Fair SD 5781
January 2007 63.4 Poor Poor Fair Fair SD 5687
January 2005 62.9 Poor Poor Fair Fair SD 6765
February 2003 62.9 Poor Poor Fair Fair SD 6685
March 2001 63.8 Poor Poor Fair Good SD 7015
March 1999 63.8 Poor Poor Fair Good SD 6877
April 1997 64.0 Poor Poor Fair Good SD 6597
April 1995 66.0 Fair Fair Fair Good FO 6298
May 1993 77.6 Fair Fair Satisfactory Good FO 5994
July 1991 77.7 Fair Fair Satisfactory Good FO 5741
BridgeReports.com | SR 1001 (LR 48071) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 1001 (LR 48071) over BUSHKILL CREEK

Map

Coordinates:
+40.78755, -75.29900
40°47'15" N, 75°17'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1001 (LR 48071) over BUSHKILL CREEK
Structure number: 000000000028652
Old structure number: 481001005001020 (from 1992 edition)
Location: JACOBSBURG ROAD
Purpose: Carries highway over waterway
Route classification: Major Collector (Rural) [07]
Length of largest span: 32.2 ft. [9.8 m]
Total length: 65.9 ft. [20.1 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 25.6 ft. [7.8 m]
Owner: State Highway Agency [01]
Year built: 1940
Year reconstructed: 1978
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 2,849 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 52.9 tons [48.1 metric tons]
Inventory rating: 30.9 tons [28.1 metric tons]
Sufficiency rating: 66.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2015 66.5 Fair Good Fair Fair FO 2849
February 2013 69.4 Fair Good Fair Satisfactory FO 2866
March 2011 69.3 Fair Good Fair Satisfactory FO 3249
March 2009 80.4 Fair Good Good Satisfactory FO 3146
March 2007 78.4 Fair Good Good Satisfactory FO 3233
March 2005 20.4 Fair Good Good Satisfactory FO 3071
March 2003 68.2 Fair Good Good Fair FO 3590
March 2001 69.2 Fair Good Good Fair FO 3548
April 1999 69.3 Fair Good Good Fair FO 3437
April 1997 69.4 Fair Very Good Good Fair FO 2884
May 1995 69.4 Fair Very Good Good Fair FO 2747

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 594 532 60 2 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 1,684 1,600 84 0 0
Substructure
Masonry Pier Wall linear ft. 29 18 10 1 0
Masonry Abutment linear ft. 54 34 20 0 0
Joints
Compression Joint linear ft. 25 25 0 0 0
Bearings
Movable Bearing each 18 0 0 0 18
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Fixed Bearing each 18 0 18 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 132 131 0 1 0
BridgeReports.com | SR 2017 (LR 48019) over TRIB.TO BUSHKILL CK., Northampton County, Pennsylvania
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SR 2017 (LR 48019) over TRIB.TO BUSHKILL CK.

Map

Coordinates:
+40.69987, -75.25236
40°41'60" N, 75°15'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2017 (LR 48019) over TRIB.TO BUSHKILL CK.
Structure number: 000000000028731
Old structure number: 482017004404480 (from 1992 edition)
Location: 0.5MI.N.OF WILSON BORO
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 25.9 ft. [7.9 m]
Total length: 27.9 ft. [8.5 m]
Roadway width between curbs: 35.1 ft. [10.7 m]
Deck width edge-to-edge: 38.1 ft. [11.6 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1942
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 5,183 [as of 2014]
Truck traffic: 2% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 60.8 tons [55.3 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 66.2

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 66.2 Poor Satisfactory Satisfactory Poor SD 5183
August 2013 66.2 Poor Satisfactory Satisfactory Poor SD 5183
August 2011 93.8 Fair Satisfactory Satisfactory Satisfactory - 5171
August 2009 93.8 Fair Satisfactory Satisfactory Satisfactory - 5126
August 2007 92.2 Fair Satisfactory Satisfactory Satisfactory - 11500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 208 170 18 20 0
Deck
Reinforced Concrete Deck sq. ft. 1,064 1,000 64 0 0
Wearing Surfaces sq. ft. 980 980 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 105 97 8 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 56 54 0 2 0
BridgeReports.com | SR 2017(LR 48019) over SCHOENECK CREEK, Northampton County, Pennsylvania
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SR 2017(LR 48019) over SCHOENECK CREEK

Map

Coordinates:
+40.71813, -75.25562
40°43'05" N, 75°15'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2017(LR 48019) over SCHOENECK CREEK
Structure number: 000000000028733
Old structure number: 482017006403270 (from 1992 edition)
Location: 2 MI.SOUTH OF TATAMY
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 19.0 ft. [5.8 m]
Total length: 42.0 ft. [12.8 m]
Roadway width between curbs: 38.1 ft. [11.6 m]
Deck width edge-to-edge: 39.7 ft. [12.1 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1942
Year reconstructed: 1961
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 4,430 [as of 2014]
Truck traffic: 3% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 27.9 tons [25.4 metric tons]
Inventory rating: 16.0 tons [14.5 metric tons]
Sufficiency rating: 55.3
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 55.3 Fair Fair Fair Fair - 4430
June 2014 39.6 Poor Poor Poor Fair SD 4430
July 2013 68.6 Fair Fair Fair Fair - 5101
July 2012 70.4 Fair Fair Fair Fair - 5100
July 2010 70.1 Fair Fair Fair Fair - 5006
September 2009 70.1 Fair Fair Fair Fair - 5006
September 2008 68.9 Fair Fair Fair Fair - 7342
July 2007 68.9 Fair Fair Fair Fair - 7299
July 2006 51.7 Poor Fair Poor Fair SD 7164
July 2005 51.4 Poor Fair Poor Fair SD 7058
July 2004 51.4 Poor Fair Poor Fair SD 7058
July 2003 53.6 Poor Fair Poor Fair SD 3951
July 2002 38.0 Poor Fair Serious Fair SD 3866
July 2001 38.0 Poor Fair Serious Fair SD 3866
July 2000 52.9 Poor Fair Poor Fair SD 4951
July 1999 52.7 Poor Fair Poor Fair SD 5224
July 1998 55.8 Poor Fair Poor Fair SD 5097
July 1997 55.9 Poor Fair Poor Fair SD 4978
July 1996 72.8 Fair Fair Fair Fair - 4861

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 570 0 544 24 2
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 44 40 4 0 0
Reinforced Concrete Abutment linear ft. 126 119 7 0 0
Deck
Open Grid Deck sq. ft. 1,511 0 0 1,511 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Bearings
Enclosed/Concealed Bearing each 60 60 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 76 43 33 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
BridgeReports.com | FOX ROAD over E. BRANCH MONOCACY CREEK, Northampton County, Pennsylvania
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FOX ROAD over E. BRANCH MONOCACY CREEK

Map

Coordinates:
+40.73846, -75.37786
40°44'18" N, 75°22'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: FOX ROAD over E. BRANCH MONOCACY CREEK
Structure number: 000000000028891
Old structure number: 487215051192240 (from 1992 edition)
Location: NE OF BATH
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.0 ft. [7.3 m]
Total length: 24.9 ft. [7.6 m]
Roadway width between curbs: 14.8 ft. [4.5 m]
Deck width edge-to-edge: 18.0 ft. [5.5 m]
Owner: County Highway Agency [02]
Year built: 1945
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 100 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 16.9 tons [15.4 metric tons]
Inventory rating: 10.0 tons [9.1 metric tons]
Sufficiency rating: 28.4
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $27,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 28.4 Poor Fair Poor Fair SD 100
April 2014 36.6 Fair Fair Fair Fair FO 100
April 2013 36.8 Fair Fair Fair Fair FO 100
April 2012 72.4 Fair Satisfactory Fair Fair FO 100
April 2010 73.6 Fair Satisfactory Fair Satisfactory FO 100
May 2008 73.6 Fair Satisfactory Fair Satisfactory FO 100
November 2005 84.4 Fair Satisfactory Good Satisfactory FO 100
November 2003 84.4 Fair Satisfactory Good Satisfactory FO 100
November 2001 84.4 Fair Satisfactory Good Satisfactory FO 100
November 1999 84.4 Fair Satisfactory Good Satisfactory FO 100
November 1997 41.0 Fair Satisfactory Good Satisfactory FO 100
November 1996 41.0 Fair Satisfactory Good Satisfactory FO 100
December 1994 41.0 Fair Satisfactory Good Satisfactory FO 100
February 1993 41.0 Fair Satisfactory Good Satisfactory FO 100
January 1992 41.0 Fair Satisfactory Good Satisfactory FO 100
January 1990 41.0 Fair Satisfactory Good Satisfactory SD 100
BridgeReports.com | PA 329 (LR 175) over CATASAUQUA CREEK, Northampton County, Pennsylvania
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PA 329 (LR 175) over CATASAUQUA CREEK

Map

Coordinates:
+40.69814, -75.45023
40°41'53" N, 75°27'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 329 (LR 175) over CATASAUQUA CREEK
Structure number: 000000000028593
Old structure number: 480329007022570 (from 1992 edition)
Location: NOR-BATH BOULEVARD
Purpose: Carries highway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 41.0 ft. [12.5 m]
Total length: 43.0 ft. [13.1 m]
Roadway width between curbs: 40.4 ft. [12.3 m]
Deck width edge-to-edge: 43.6 ft. [13.3 m]
Owner: State Highway Agency [01]
Year built: 1945
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 9,657 [as of 2016]
Truck traffic: 12% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 63.9 tons [58.1 metric tons]
Inventory rating: 38.0 tons [34.5 metric tons]
Sufficiency rating: 79.2
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $184,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 79.2 Fair Satisfactory Satisfactory Fair - 9657
April 2014 81.8 Fair Satisfactory Satisfactory Fair - 8624
April 2012 81.7 Fair Satisfactory Satisfactory Fair - 8837
April 2010 81.7 Fair Satisfactory Satisfactory Fair - 8900
April 2008 79.5 Fair Satisfactory Good Fair - 10891
March 2006 80.8 Fair Satisfactory Good Fair - 10330
March 2004 80.8 Fair Satisfactory Good Fair - 10342
April 2002 81.0 Fair Satisfactory Good Fair - 9970
May 2000 81.1 Fair Satisfactory Good Fair - 9851
June 1998 82.3 Fair Satisfactory Good Fair - 9467
June 1996 82.7 Fair Good Good Fair - 8809
June 1994 75.3 Fair Good Good Fair - 19097
September 1992 82.4 Fair Good Good Fair - 7507
December 1990 80.6 Fair Satisfactory Good Fair - 7255

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 387 366 20 1 0
Deck
Reinforced Concrete Deck sq. ft. 1,871 1,759 112 0 0
Wearing Surfaces sq. ft. 1,733 1,733 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 146 135 10 1 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Bearings
Enclosed/Concealed Bearing each 18 18 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 86 75 10 1 0
BridgeReports.com | CLUB ROAD over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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CLUB ROAD over HOKENDAUQUA CREEK

Map

Coordinates:
+40.75717, -75.47416
40°45'26" N, 75°28'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CLUB ROAD over HOKENDAUQUA CREEK
Structure number: 000000000028857
Old structure number: 487211056491380 (from 1992 edition)
Location: 0.7 M. NORTH OF PA 248
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 48.9 ft. [14.9 m]
Total length: 50.9 ft. [15.5 m]
Roadway width between curbs: 19.0 ft. [5.8 m]
Deck width edge-to-edge: 23.0 ft. [7.0 m]
Owner: County Highway Agency [02]
Year built: 1946
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Concrete continuous [2]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 150 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 45.9 tons [41.7 metric tons]
Inventory rating: 27.0 tons [24.5 metric tons]
Sufficiency rating: 59.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $51,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 59.8 Fair Satisfactory Fair Fair FO 150
March 2014 60.6 Fair Satisfactory Fair Fair FO 150
March 2013 57.8 Poor Poor Fair Fair SD 150
March 2012 36.5 Fair Satisfactory Fair Fair FO 150
March 2010 48.9 Fair Satisfactory Fair Fair FO 150
May 2008 52.4 Fair Satisfactory Fair Satisfactory - 150
October 2005 58.2 Fair Good Satisfactory Good FO 150
October 2003 58.2 Fair Good Satisfactory Good FO 150
October 2001 58.2 Fair Good Satisfactory Good FO 150
October 1999 80.5 Fair Good Satisfactory Good FO 150
November 1997 61.7 Fair Good Satisfactory Good FO 150
October 1996 61.7 Fair Good Satisfactory Good FO 150
November 1994 60.2 Fair Good Satisfactory Good FO 150
February 1993 60.2 Fair Good Satisfactory Good FO 150
November 1991 60.2 Fair Good Satisfactory Good FO 150
December 1989 60.2 Fair Good Satisfactory Good FO 150
BridgeReports.com | LITTLE CREEK ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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LITTLE CREEK ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.79036, -75.18488
40°47'25" N, 75°11'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LITTLE CREEK ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028839
Old structure number: 487208068490410 (from 1992 edition)
Location: 0.4 MILE NORTH OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 41.0 ft. [12.5 m]
Total length: 87.9 ft. [26.8 m]
Roadway width between curbs: 23.0 ft. [7.0 m]
Deck width edge-to-edge: 24.9 ft. [7.6 m]
Skew angle: 30°
Owner: County Highway Agency [02]
Year built: 1946
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Number of main spans: 2
Main spans material: Concrete continuous [2]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 46.9 tons [42.6 metric tons]
Inventory rating: 27.9 tons [25.4 metric tons]
Sufficiency rating: 71.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 71.4 Fair Satisfactory Fair Fair - 200
December 2013 70.4 Fair Satisfactory Fair Fair - 200
December 2012 46.0 Fair Satisfactory Fair Fair - 200
December 2011 58.7 Fair Satisfactory Fair Fair - 200
December 2009 58.8 Fair Satisfactory Fair Fair - 150
February 2008 58.8 Fair Satisfactory Fair Fair - 150
September 2005 61.6 Fair Satisfactory Fair Fair - 150
September 2003 58.6 Fair Satisfactory Satisfactory Fair - 150
October 2001 58.6 Fair Satisfactory Satisfactory Fair - 150
October 1999 79.4 Fair Satisfactory Satisfactory Fair - 150
October 1997 61.6 Fair Satisfactory Satisfactory Fair - 150
September 1996 61.6 Fair Satisfactory Satisfactory Fair - 150
November 1994 61.6 Fair Satisfactory Satisfactory Fair - 150
February 1993 61.6 Fair Satisfactory Satisfactory Fair - 150
December 1991 61.6 Fair Satisfactory Satisfactory Fair - 150
January 1990 60.6 Fair Satisfactory Satisfactory Fair - 150
BridgeReports.com | RIVER ROAD over HEMLOCK CREEK, Northampton County, Pennsylvania
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RIVER ROAD over HEMLOCK CREEK

Map

Coordinates:
+40.85307, -75.09301
40°51'11" N, 75°05'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: RIVER ROAD over HEMLOCK CREEK
Structure number: 000000000028884
Old structure number: 487214080600030 (from 1992 edition)
Location: 2.3 MI N OF RIVERTON
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.0 ft. [7.3 m]
Total length: 27.9 ft. [8.5 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 27.6 ft. [8.4 m]
Skew angle: 30°
Owner: Town or Township Highway Agency [03]
Year built: 1946
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 450 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 68.9 tons [62.6 metric tons]
Inventory rating: 40.9 tons [37.2 metric tons]
Sufficiency rating: 74.6
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 74.6 Fair Satisfactory Fair Good - 450
October 2013 85.7 Fair Satisfactory Satisfactory Good - 450
October 2011 73.6 Fair Fair Fair Good - 450
October 2009 73.6 Fair Fair Fair Good - 450
October 2007 73.6 Fair Fair Fair Good - 450
October 2005 73.6 Fair Fair Fair Good - 450
October 2003 73.6 Fair Fair Fair Good - 450
October 2001 85.7 Fair Satisfactory Satisfactory Good - 450
October 1999 85.7 Fair Good Satisfactory Satisfactory - 450
October 1997 85.7 Good Good Good Good - 450
October 1995 84.7 Good Very Good Good Good - 450
October 1993 84.7 Good Very Good Good Good - 450
October 1991 84.7 Good Very Good Good Good - 450
January 1990 80.7 Fair Very Good Satisfactory Good - 450
BridgeReports.com | SHADY LANE over ALLEGHENY CREEK, Northampton County, Pennsylvania
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SHADY LANE over ALLEGHENY CREEK

Map

Coordinates:
+40.86064, -75.09106
40°51'38" N, 75°05'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SHADY LANE over ALLEGHENY CREEK
Structure number: 000000000028887
Old structure number: 487214061800060 (from 1992 edition)
Location: N. OF HARTZELLS FERRY
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 51.8 ft. [15.8 m]
Total length: 55.1 ft. [16.8 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 26.9 ft. [8.2 m]
Skew angle: 30°
Owner: Town or Township Highway Agency [03]
Year built: 1946
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 68.9 tons [62.6 metric tons]
Inventory rating: 40.9 tons [37.2 metric tons]
Sufficiency rating: 91.4
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 91.4 Fair Good Satisfactory Satisfactory - 150
October 2013 92.4 Fair Good Satisfactory Satisfactory - 150
October 2011 92.4 Fair Good Satisfactory Satisfactory - 150
October 2009 92.4 Fair Good Satisfactory Satisfactory - 140
October 2007 92.4 Fair Good Satisfactory Satisfactory - 140
October 2005 92.4 Fair Good Satisfactory Satisfactory - 140
October 2003 92.4 Fair Good Satisfactory Satisfactory - 140
BridgeReports.com | SR 3017 (LR 564) over CATASAUQUA CREEK, Northampton County, Pennsylvania
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SR 3017 (LR 564) over CATASAUQUA CREEK

Map

Coordinates:
+40.68847, -75.45289
40°41'18" N, 75°27'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3017 (LR 564) over CATASAUQUA CREEK
Structure number: 000000000028766
Old structure number: 483017013000000 (from 1992 edition)
Location: WEAVERSVILLE
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 37.1 ft. [11.3 m]
Total length: 78.1 ft. [23.8 m]
Roadway width between curbs: 26.2 ft. [8.0 m]
Deck width edge-to-edge: 29.5 ft. [9.0 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1947
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 9,980 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 54.9 tons [49.9 metric tons]
Inventory rating: 32.9 tons [29.9 metric tons]
Sufficiency rating: 57.1
Recommended work: Other structural work, including hydraulic replacements. [38]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 57.1 Fair Satisfactory Satisfactory Fair FO 9980
April 2013 69.7 Fair Satisfactory Satisfactory Satisfactory FO 10038
April 2011 70.3 Fair Satisfactory Satisfactory Satisfactory FO 9816
April 2009 70.5 Fair Satisfactory Satisfactory Satisfactory FO 9505
April 2007 70.1 Fair Satisfactory Satisfactory Satisfactory FO 10121
April 2005 70.3 Fair Satisfactory Satisfactory Satisfactory FO 9788
April 2003 70.5 Fair Satisfactory Satisfactory Good FO 9501
May 2001 70.4 Fair Satisfactory Satisfactory Good FO 12291
June 1999 68.7 Fair Good Satisfactory Good FO 11814
June 1997 68.9 Fair Good Satisfactory Good FO 11582
July 1995 75.2 Fair Good Satisfactory Good FO 7500
August 1993 75.5 Good Good Good Good FO 7111

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 546 452 0 94 0
Deck
Reinforced Concrete Deck sq. ft. 2,301 2,163 138 0 0
Wearing Surfaces sq. ft. 2,028 2,028 0 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 40 32 8 0 0
Reinforced Concrete Abutment linear ft. 198 198 0 0 0
Bearings
Enclosed/Concealed Bearing each 28 14 14 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 156 146 10 0 0
BridgeReports.com | BRIDLE PATH ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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BRIDLE PATH ROAD over MONOCACY CREEK

Map

Coordinates:
+40.65033, -75.38071
40°39'01" N, 75°22'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BRIDLE PATH ROAD over MONOCACY CREEK
Structure number: 000000000028909
Old structure number: 487301000090940 (from 1992 edition)
Location: W. OF SR 3011 (CENTER ST)
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 82.0 ft. [25.0 m]
Total length: 84.0 ft. [25.6 m]
Roadway width between curbs: 20.3 ft. [6.2 m]
Deck width edge-to-edge: 21.0 ft. [6.4 m]
Owner: County Highway Agency [02]
Year built: 1948
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 400 [as of 2010]
Deck condition: Very Good [8 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 58.9 tons [53.5 metric tons]
Inventory rating: 39.9 tons [36.3 metric tons]
Sufficiency rating: 81.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2016 81.0 Fair Very Good Satisfactory Satisfactory - 400
November 2014 81.0 Fair Very Good Satisfactory Satisfactory - 400
August 2014 76.0 Poor Serious Satisfactory Satisfactory SD 400
May 2013 23.8 Poor Satisfactory Poor Satisfactory SD 400
May 2012 23.8 Poor Satisfactory Poor Satisfactory SD 400
May 2010 81.9 Fair Good Satisfactory Good - 300
June 2008 81.9 Fair Good Satisfactory Good - 300
October 2005 82.9 Good Good Good Good - 300
October 2003 82.9 Good Good Good Good - 300
October 2001 82.9 Good Good Good Good - 300
October 1999 82.9 Good Good Good Good - 300
December 1998 82.9 Good Good Good Good - 300
November 1996 69.8 Good Good Good Good - 300
November 1994 69.8 Good Good Good Good - 300
January 1993 69.8 Good Good Good Good - 300
February 1992 69.8 Good Good Good Good - 300
January 1990 70.8 Good Good Good Good - 300
BridgeReports.com | SR 4003 (LR 48061) over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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SR 4003 (LR 48061) over HOKENDAUQUA CREEK

Map

Coordinates:
+40.71400, -75.49550
40°42'50" N, 75°29'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4003 (LR 48061) over HOKENDAUQUA CREEK
Structure number: 000000000028773
Old structure number: 484003005000000 (from 1992 edition)
Location: 1.7 MI.N.OF PA 329
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 50.9 ft. [15.5 m]
Total length: 107.0 ft. [32.6 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 29.5 ft. [9.0 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1949
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 3,622 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 68.9 tons [62.6 metric tons]
Inventory rating: 40.9 tons [37.2 metric tons]
Sufficiency rating: 70.0
Recommended work: Other structural work, including hydraulic replacements. [38]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2015 70.0 Fair Good Fair Fair - 3622
January 2013 70.0 Fair Good Fair Fair - 3643
February 2011 80.1 Fair Good Satisfactory Satisfactory - 4154
February 2009 80.1 Fair Good Satisfactory Satisfactory - 4022
February 2007 78.0 Fair Good Satisfactory Satisfactory - 4361
February 2005 78.0 Fair Good Good Satisfactory - 4221
March 2003 74.8 Fair Good Good Satisfactory FO 6579
March 2001 74.9 Fair Good Good Satisfactory FO 6437
March 1999 75.0 Good Good Good Good FO 6298
April 1997 75.1 Good Good Good Good FO 6000
May 1995 75.2 Good Good Good Good FO 5716

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 808 773 30 5 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 36 35 1 0 0
Reinforced Concrete Abutment linear ft. 126 117 9 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Deck
Open Grid Deck sq. ft. 3,120 0 3,120 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Joints
Open Joint linear ft. 30 30 0 0 0
Bearings
Movable Bearing each 16 0 16 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Enclosed/Concealed Bearing each 16 16 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 208 208 0 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
BridgeReports.com | HANOVERVILLE ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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HANOVERVILLE ROAD over MONOCACY CREEK

Map

Coordinates:
+40.68875, -75.35233
40°41'20" N, 75°21'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: HANOVERVILLE ROAD over MONOCACY CREEK
Structure number: 000000000028850
Old structure number: 487209043791010 (from 1992 edition)
Location: 1 M. WEST OF PA 191
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 49.9 ft. [15.2 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 27.9 ft. [8.5 m]
Owner: County Highway Agency [02]
Year built: 1949
Year reconstructed: 1959
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Number of main spans: 2
Main spans material: Masonry [8]
Main spans design: Arch - Deck [11]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 1,000 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 36.0 tons [32.7 metric tons]
Inventory rating: 24.0 tons [21.8 metric tons]
Sufficiency rating: 56.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 56.7 Fair Fair Fair Satisfactory - 1000
April 2014 56.5 Fair Fair Fair Satisfactory - 1000
April 2013 22.5 Fair Fair Fair Satisfactory FO 1000
April 2012 22.5 Fair Fair Fair Satisfactory FO 1000
April 2010 52.2 Fair - Fair Fair - 500
June 2008 62.2 Fair - Satisfactory Satisfactory - 500
November 2005 80.9 Fair Good Satisfactory Good - 500
November 2003 80.9 Fair Good Satisfactory Good - 500
November 2001 80.9 Fair Good Satisfactory Good - 500
November 1999 83.9 Fair Good Satisfactory Good - 500
November 1997 83.9 Fair Good Satisfactory Good - 500
November 1996 81.9 Fair Good Satisfactory Good - 500
December 1994 80.9 Fair Good Satisfactory Good - 500
January 1993 80.9 Fair Good Satisfactory Good - 500
January 1992 80.9 Fair Good Satisfactory Good - 500
January 1990 80.9 Fair Good Satisfactory Good - 500
BridgeReports.com | US 22 over PA 611(SR0611), Northampton County, Pennsylvania
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US 22 over PA 611(SR0611)

Map

Coordinates:
+40.69500, -75.20500
40°41'42" N, 75°12'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: US 22 over PA 611(SR0611)
Structure number: 000000000028916
Location: CITY OF EASTON
Purpose: Carries highway and pedestrian walkway over highway
Route classification: Other Principal Arterial (Urban) [14]
Tolls: Yes [1]
Length of largest span: 34.1 ft. [10.4 m]
Total length: 43.0 ft. [13.1 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 58.1 ft. [17.7 m]
Vertical clearance below bridge: 15.1 ft. [4.6 m]
Owner: Local Toll Authority [32]
Year built: 1950
Year reconstructed: 2014
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 34,500 [as of 2012]
Truck traffic: 6% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 74.8 tons [68.0 metric tons]
Inventory rating: 44.9 tons [40.8 metric tons]
Sufficiency rating: 62.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 62.0 Good Very Good Very Good Good - 34500
May 2013 36.0 Poor Poor Poor Fair SD 31769
May 2011 36.0 Poor Poor Poor Fair SD 31769
BridgeReports.com | US 22 over PA 611(LR 165) N 3RD ST, Northampton County, Pennsylvania
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US 22 over PA 611(LR 165) N 3RD ST

Map

Coordinates:
+40.69500, -75.20833
40°41'42" N, 75°12'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: US 22 over PA 611(LR 165) N 3RD ST
Structure number: 000000000028917
Location: CITY OF EASTON
Purpose: Carries highway over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 83.0 ft. [25.3 m]
Total length: 86.0 ft. [26.2 m]
Roadway width between curbs: 54.1 ft. [16.5 m]
Deck width edge-to-edge: 60.4 ft. [18.4 m]
Vertical clearance below bridge: 16.4 ft. [5.0 m]
Owner: Local Toll Authority [32]
Year built: 1950
Year reconstructed: 2014
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 34,500 [as of 2012]
Truck traffic: 6% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 59.8 tons [54.4 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 83.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 83.0 Good Good Good Good - 34500
May 2013 80.0 Fair Fair Satisfactory Satisfactory FO 31769
May 2011 80.0 Fair Fair Satisfactory Satisfactory FO 31769
BridgeReports.com | US 22 over NORTH BANK STREET, Northampton County, Pennsylvania
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US 22 over NORTH BANK STREET

Map

Coordinates:
+40.69500, -75.21000
40°41'42" N, 75°12'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: US 22 over NORTH BANK STREET
Structure number: 000000000028918
Location: CITY OF EASTON
Purpose: Carries highway over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 43.0 ft. [13.1 m]
Total length: 124.0 ft. [37.8 m]
Roadway width between curbs: 54.1 ft. [16.5 m]
Deck width edge-to-edge: 60.4 ft. [18.4 m]
Vertical clearance below bridge: 15.4 ft. [4.7 m]
Skew angle: 30°
Owner: Local Toll Authority [32]
Year built: 1950
Year reconstructed: 2014
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 34,500 [as of 2012]
Truck traffic: 6% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 59.8 tons [54.4 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 81.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 81.0 Fair Satisfactory Good Good - 34500
May 2013 80.0 Fair Fair Satisfactory Satisfactory FO 31769
May 2011 80.0 Fair Fair Satisfactory Satisfactory FO 31769
BridgeReports.com | SR 4006(LR 48085) over WEST BR.OF MONOCACY CK., Northampton County, Pennsylvania
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SR 4006(LR 48085) over WEST BR.OF MONOCACY CK.

Map

Coordinates:
+40.74474, -75.40006
40°44'41" N, 75°24'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4006(LR 48085) over WEST BR.OF MONOCACY CK.
Structure number: 000000000028781
Old structure number: 484006005025620 (from 1992 edition)
Location: WHITETAIL DEER DRIVE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 20.0 ft. [6.1 m]
Total length: 23.0 ft. [7.0 m]
Roadway width between curbs: 26.2 ft. [8.0 m]
Deck width edge-to-edge: 29.9 ft. [9.1 m]
Owner: State Highway Agency [01]
Year built: 1950
Year reconstructed: 2015
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 378 [as of 2015]
Truck traffic: 9% of total traffic
Deck condition: Excellent [9 out of 9]
Superstructure condition: Excellent [9 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating: 92.8 tons [84.4 metric tons]
Sufficiency rating: 83.4
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 83.4 Fair Excellent Excellent Fair - 378
April 2014 61.3 Poor Poor Poor Fair SD 395
April 2013 56.8 Poor Poor Poor Fair SD 395
April 2012 34.1 Poor Fair Poor Fair SD 395
April 2011 42.6 Fair Fair Fair Fair SD 395
April 2009 42.5 Fair Fair Fair Fair SD 510
April 2008 43.6 Fair Satisfactory Fair Fair SD 507
April 2006 43.6 Fair Satisfactory Fair Fair SD 498
April 2005 43.3 Fair Satisfactory Fair Fair SD 498
April 2004 43.3 Fair Satisfactory Fair Fair SD 506
May 2003 43.3 Fair Satisfactory Fair Fair SD 500
May 2002 43.3 Fair Satisfactory Fair Fair SD 489
May 2001 43.3 Fair Satisfactory Fair Satisfactory SD 483
May 2000 43.3 Fair Satisfactory Fair Satisfactory SD 478
May 1999 43.3 Fair Satisfactory Fair Satisfactory SD 468
May 1998 45.5 Fair Satisfactory Fair Satisfactory SD 468
May 1997 45.6 Fair Satisfactory Fair Satisfactory SD 288
May 1996 35.2 Poor Satisfactory Serious Satisfactory SD 281
May 1995 34.2 Poor Satisfactory Serious Satisfactory SD 274
June 1994 34.2 Poor Good Poor Good SD 267
June 1993 34.2 Poor Good Poor Good SD 261
July 1992 34.2 Poor Good Poor Good SD 261
July 1991 39.3 Poor Good Poor Very Good SD 250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 207 0 95 108 4
Substructure
Reinforced Concrete Abutment linear ft. 89 81 8 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Bearings
Enclosed/Concealed Bearing each 18 17 1 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 46 46 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | PA 611(LR 48019SP) over BUSHKILL CREEK, Northampton County, Pennsylvania
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PA 611(LR 48019SP) over BUSHKILL CREEK

Map

Coordinates:
+40.69574, -75.20556
40°41'45" N, 75°12'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 611(LR 48019SP) over BUSHKILL CREEK
Structure number: 000000000028628
Old structure number: 480611020010020 (from 1992 edition)
Location: N.RIVERSIDE DR.,EASTON
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 107.9 ft. [32.9 m]
Total length: 107.9 ft. [32.9 m]
Roadway width between curbs: 38.1 ft. [11.6 m]
Deck width edge-to-edge: 54.8 ft. [16.7 m]
Owner: State Highway Agency [01]
Year built: 1950
Year reconstructed: 2016
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition: Fair
Status: Bridge closed to all traffic [K]
Average daily traffic: 5,604 [as of 2016]
Truck traffic: 7% of total traffic
Deck condition: Excellent [9 out of 9]
Superstructure condition: Excellent [9 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 61.7 tons [56.1 metric tons]
Inventory rating: 43.5 tons [39.5 metric tons]
Sufficiency rating: 98.5
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $1,177,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2016 98.5 Fair Excellent Excellent Satisfactory - 5604
April 2014 79.7 Poor Serious Fair Fair SD 5636
April 2012 79.7 Poor Serious Fair Fair SD 5640
April 2010 81.8 Poor Poor Fair Satisfactory SD 4379
April 2008 81.8 Poor Poor Fair Satisfactory SD 4320
March 2006 79.4 Poor Serious Fair Satisfactory SD 10559
December 2005 80.8 Poor Poor Fair Satisfactory SD 10403
March 2004 80.8 Poor Poor Fair Satisfactory SD 10219
March 2002 78.9 Poor Poor Fair Satisfactory SD 9610
March 2000 78.9 Poor Poor Fair Satisfactory SD 9610
April 1998 78.9 Poor Poor Fair Satisfactory SD 9231
April 1996 70.7 Fair Fair Fair Satisfactory - 8664
April 1994 81.1 Fair Fair Satisfactory Good - 8183
June 1992 81.2 Fair Fair Satisfactory Good - 7976
August 1990 84.2 Fair Fair Satisfactory Good - 7568

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 226 0 186 40 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 126 118 8 0 0
Deck
Concrete Filled Grid Deck sq. ft. 4,123 0 0 4,123 0
Wearing Surfaces sq. ft. 4,123 0 0 4,123 0
Joints
Assembly without Seal Joint linear ft. 117 0 117 0 0
Bearings
Movable Bearing each 16 0 0 0 16
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 16 0 16 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 230 0 230 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | GETZ ROAD over WIND GAP CREEK, Northampton County, Pennsylvania
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GETZ ROAD over WIND GAP CREEK

Map

Coordinates:
+40.81383, -75.27172
40°48'50" N, 75°16'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: GETZ ROAD over WIND GAP CREEK
Structure number: 000000000028864
Old structure number: 487213062992070 (from 1992 edition)
Location: 1 M. EAST OF PA 115
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 24.9 ft. [7.6 m]
Roadway width between curbs: 17.1 ft. [5.2 m]
Deck width edge-to-edge: 17.4 ft. [5.3 m]
Skew angle: 30°
Owner: County Highway Agency [02]
Year built: 1951
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 100 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Basically intolerable requiring high priority of corrrective action [3]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 27.9 tons [25.4 metric tons]
Inventory rating: 16.9 tons [15.4 metric tons]
Sufficiency rating: 34.6
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 34.6 Poor Satisfactory Poor Satisfactory SD 100
December 2013 32.8 Poor Satisfactory Poor Satisfactory SD 100
December 2012 41.5 Poor Satisfactory Poor Satisfactory SD 100
December 2011 64.5 Fair Satisfactory Satisfactory Satisfactory FO 100
December 2009 64.7 Fair Satisfactory Satisfactory Satisfactory FO 100
March 2008 64.7 Fair Satisfactory Satisfactory Satisfactory FO 100
September 2005 64.3 Fair Satisfactory Satisfactory Satisfactory FO 100
October 2003 65.9 Good Good Good Good FO 100
October 2001 65.9 Good Good Good Good FO 100
October 1999 65.9 Good Good Good Good FO 100
November 1997 39.3 Fair Good Satisfactory Good FO 100
September 1996 39.3 Fair Good Satisfactory Good FO 100
November 1994 39.3 Fair Good Satisfactory Good FO 100
February 1993 39.3 Good Good Good Good FO 100
January 1992 39.3 Good Good Good Good FO 100
January 1990 39.3 Good Good Good Good SD 100
BridgeReports.com | CANAL ROAD over DELAWARE CANAL, Northampton County, Pennsylvania
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CANAL ROAD over DELAWARE CANAL

Map

Coordinates:
+40.63606, -75.19289
40°38'10" N, 75°11'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CANAL ROAD over DELAWARE CANAL
Structure number: 000000000028944
Location: RAUBSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 48.9 ft. [14.9 m]
Total length: 54.1 ft. [16.5 m]
Roadway width between curbs: 16.7 ft. [5.1 m]
Deck width edge-to-edge: 21.3 ft. [6.5 m]
Owner: State Park, Forest, or Reservation Agency [11]
Year built: 1952
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Other [9]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 60 [as of 2012]
Deck condition: Serious [3 out of 9]
Superstructure condition: Serious [3 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 15.0 tons [13.6 metric tons]
Inventory rating: 5.0 tons [4.5 metric tons]
Sufficiency rating: 24.4
Recommended work: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work: $400,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 24.4 Poor Serious Serious Fair SD 60
April 2014 24.4 Poor Serious Serious Fair SD 60
April 2012 39.5 Poor Serious Serious Fair SD 60
BridgeReports.com | ROAD TO FIRE LANE over SAUCON CREEK, Northampton County, Pennsylvania
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ROAD TO FIRE LANE over SAUCON CREEK

Map

Coordinates:
+40.60494, -75.34377
40°36'18" N, 75°20'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: ROAD TO FIRE LANE over SAUCON CREEK
Structure number: 000000000028899
Old structure number: 487301000000010 (from 1992 edition)
Location: W OF PA 412, N OF I-78
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 79.1 ft. [24.1 m]
Total length: 80.1 ft. [24.4 m]
Roadway width between curbs: 25.9 ft. [7.9 m]
Deck width edge-to-edge: 35.4 ft. [10.8 m]
Skew angle: 30°
Owner: City or Municipal Highway Agency [04]
Year built: 1952
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 93.8 tons [85.3 metric tons]
Inventory rating: 55.9 tons [50.8 metric tons]
Sufficiency rating: 85.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $109,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 85.0 Fair Fair Fair Satisfactory - 200
December 2013 85.0 Fair Fair Fair Satisfactory - 200
December 2011 83.0 Poor Poor Fair Satisfactory SD 200
December 2009 87.5 Fair Fair Satisfactory Satisfactory - 200
December 2007 86.5 Fair Fair Satisfactory Satisfactory - 200
December 2005 96.0 Fair Satisfactory Satisfactory Good - 200
December 2003 96.0 Fair Satisfactory Satisfactory Good - 200
December 2001 85.2 Fair Fair Satisfactory Good - 200
December 1999 85.2 Fair Fair Satisfactory Good - 200
December 1997 86.2 Fair Fair Satisfactory Good - 200
December 1995 86.0 Fair Satisfactory Fair Good - 200
December 1993 86.0 Fair Satisfactory Fair Good - 200
December 1991 86.0 Fair Satisfactory Fair Good - 200
BridgeReports.com | PA 611-NJ 94 CONN. over PA 611;DEL RIVER; NS RR, Northampton County, Pennsylvania
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PA 611-NJ 94 CONN. over PA 611;DEL RIVER; NS RR

Map

Coordinates:
+40.92000, -75.09333
40°55'12" N, 75°05'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 611-NJ 94 CONN. over PA 611;DEL RIVER; NS RR
Structure number: 000000000028933
Location: PORTLAND BOROUGH
Purpose: Carries highway over highway, waterway, and railroad
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 148.0 ft. [45.1 m]
Total length: 1309.1 ft. [399.0 m]
Roadway width between curbs: 28.9 ft. [8.8 m]
Deck width edge-to-edge: 32.2 ft. [9.8 m]
Vertical clearance below bridge: 14.8 ft. [4.5 m]
Owner: Local Toll Authority [32]
Year built: 1952
Year reconstructed: 1992
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 10
Main spans material: Steel [3]
Main spans design: Girder and floorbeam system [03]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 7,100 [as of 2014]
Truck traffic: 7% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 66.9 tons [60.8 metric tons]
Inventory rating: 39.9 tons [36.3 metric tons]
Sufficiency rating: 71.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 71.9 Good Good Good Good - 7100
May 2013 85.8 Good Good Good Good - 6351
June 2011 85.8 Good Good Good Good - 6351
BridgeReports.com | BUSHKILL STREET over BUSHKILL CREEK, Northampton County, Pennsylvania
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BUSHKILL STREET over BUSHKILL CREEK

Map

Coordinates:
+40.69403, -75.21339
40°41'38" N, 75°12'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BUSHKILL STREET over BUSHKILL CREEK
Structure number: 000000000028913
Old structure number: 487302000000020 (from 1992 edition)
Location: S OF SR 22, @ BUSHKILL DR
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 84.0 ft. [25.6 m]
Total length: 173.9 ft. [53.0 m]
Roadway width between curbs: 36.4 ft. [11.1 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Skew angle: 43°
Owner: City or Municipal Highway Agency [04]
Year built: 1953
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 2,200 [as of 1977]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 77.9 tons [70.8 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 84.9
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $1,557,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 84.9 Fair Satisfactory Satisfactory Fair - 2200
May 2014 84.9 Fair Satisfactory Satisfactory Fair - 2200
May 2012 84.9 Fair Satisfactory Satisfactory Fair - 2200
May 2010 81.9 Poor Poor Satisfactory Fair SD 2200
May 2008 81.9 Poor Poor Satisfactory Fair SD 2200
May 2006 81.9 Poor Poor Satisfactory Fair SD 2200
May 2004 81.8 Poor Poor Satisfactory Fair SD 2200
May 2002 55.5 Poor Poor Satisfactory Poor SD 2200
June 2001 73.6 Fair Fair Satisfactory Fair - 2200
May 2000 73.6 Fair Fair Satisfactory Fair - 2200
May 1998 73.6 Fair Fair Satisfactory Fair - 2200
May 1996 72.6 Fair Fair Satisfactory Fair - 2200
May 1994 98.8 Fair Satisfactory Good Satisfactory - 2200
May 1992 98.8 Good Good Good Good - 2200
April 1990 94.8 Fair Satisfactory Good Good - 2200
BridgeReports.com | SR 512(LR 752) over TRIB. BUSHKILL CR., Northampton County, Pennsylvania
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SR 512(LR 752) over TRIB. BUSHKILL CR.

Map

Coordinates:
+40.81656, -75.33073
40°48'60" N, 75°19'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 512(LR 752) over TRIB. BUSHKILL CR.
Structure number: 000000000028609
Old structure number: 480512026015880 (from 1992 edition)
Location: 2.5 MI.S.OF WIND GAP
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 33.1 ft. [10.1 m]
Total length: 37.1 ft. [11.3 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1953
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 7,273 [as of 2015]
Truck traffic: 10% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 71.8 tons [65.3 metric tons]
Inventory rating: 42.9 tons [39.0 metric tons]
Sufficiency rating: 83.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 83.0 Fair Satisfactory Satisfactory Fair - 7273
September 2013 83.0 Fair Satisfactory Satisfactory Fair - 7289
September 2011 92.9 Fair Satisfactory Satisfactory Satisfactory - 8564
September 2009 93.0 Fair Satisfactory Satisfactory Satisfactory - 8454
September 2007 91.5 Fair Satisfactory Satisfactory Satisfactory - 9556
September 2005 91.7 Fair Satisfactory Satisfactory Satisfactory - 9023
January 2004 91.8 Fair Satisfactory Satisfactory Satisfactory - 8794
February 2002 91.0 Fair Good Good Satisfactory - 12697
April 2000 92.0 Fair Good Good Satisfactory - 12571
April 1998 91.2 Good Good Good Good - 12300
May 1996 93.6 Good Good Very Good Good - 11294
June 1994 94.1 Good Good Very Good Good - 10740
September 1992 94.2 Good Good Very Good Good - 10488
December 1990 94.4 Good Good Very Good Good - 10136

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 298 288 6 4 0
Deck
Reinforced Concrete Deck sq. ft. 1,448 1,361 87 0 0
Wearing Surfaces sq. ft. 1,204 1,144 60 0 0
Substructure
Reinforced Concrete Abutment linear ft. 168 135 33 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 7 7 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 74 71 3 0 0
BridgeReports.com | SR 2028 (LR 48017) over SR 22 (LR 772), Northampton County, Pennsylvania
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SR 2028 (LR 48017) over SR 22 (LR 772)

Map

Coordinates:
+40.68306, -75.27852
40°40'59" N, 75°16'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2028 (LR 48017) over SR 22 (LR 772)
Structure number: 000000000028744
Old structure number: 482028010012730 (from 1992 edition)
Location: BETHMAN RD.OVER U.S.22
Purpose: Carries highway over highway
Route classification: Collector (Urban) [17]
Length of largest span: 85.0 ft. [25.9 m]
Total length: 85.0 ft. [25.9 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 35.4 ft. [10.8 m]
Vertical clearance below bridge: 14.8 ft. [4.5 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1954
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Frame [07]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 2,578 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 31.9 tons [29.0 metric tons]
Sufficiency rating: 88.6
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 88.6 Fair Fair Satisfactory Satisfactory FO 2578
November 2013 88.6 Fair Fair Satisfactory Satisfactory FO 2593
November 2011 88.6 Fair Fair Good Satisfactory FO 2509
December 2009 89.7 Fair Fair Good Satisfactory FO 2429
December 2007 88.7 Fair Fair Good Satisfactory FO 2478
December 2005 72.2 Fair Fair Good Satisfactory FO 2396
December 2003 72.2 Fair Fair Good Satisfactory FO 2326
January 2002 69.8 Fair Fair Good Satisfactory FO 1449
March 2000 70.8 Fair Satisfactory Good Satisfactory FO 1421
April 1998 70.8 Fair Satisfactory Good Satisfactory FO 1393
April 1996 89.1 Fair Satisfactory Good Good FO 1308
April 1994 89.2 Fair Satisfactory Good Good FO 1235
June 1992 89.2 Fair Satisfactory Good Good - 1171
August 1990 88.2 Fair Fair Good Good - 1123

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Deck
Reinforced Concrete Deck sq. ft. 3,616 0 3,616 0 0
Superstructure
Reinforced Concrete Arch linear ft. 144 129 10 5 0
Substructure
Reinforced Concrete Abutment linear ft. 78 72 6 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 190 166 16 8 0
BridgeReports.com | SR 2028 (LR 48018) over US 22 (LR 773), Northampton County, Pennsylvania
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SR 2028 (LR 48018) over US 22 (LR 773)

Map

Coordinates:
+40.68333, -75.26167
40°40'60" N, 75°15'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2028 (LR 48018) over US 22 (LR 773)
Structure number: 000000000028745
Old structure number: 482028012008500 (from 1992 edition)
Location: GREENWOOD AVE.OVER U.S.22
Purpose: Carries highway over highway
Route classification: Collector (Urban) [17]
Length of largest span: 85.0 ft. [25.9 m]
Total length: 96.1 ft. [29.3 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 14.1 ft. [4.3 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1954
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Frame [07]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 12,501 [as of 2016]
Truck traffic: 3% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 26.0 tons [23.6 metric tons]
Sufficiency rating: 67.3
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $348,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 67.3 Fair Satisfactory Satisfactory Fair FO 12501
December 2013 68.1 Fair Satisfactory Satisfactory Fair FO 10946
December 2011 55.2 Fair Satisfactory Satisfactory Fair FO 12925
December 2009 67.5 Fair Satisfactory Satisfactory Fair FO 12138
December 2007 67.6 Fair Satisfactory Satisfactory Fair FO 12067
December 2005 43.1 Fair Satisfactory Satisfactory Fair FO 15005
December 2003 42.2 Fair Good Good Fair FO 17442
January 2002 54.5 Fair Good Good Satisfactory FO 16599
March 2000 54.5 Fair Good Good Satisfactory FO 16599
April 1998 44.2 Fair Good Good Fair FO 13760
April 1996 66.7 Fair Good Good Fair FO 12916

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Deck
Reinforced Concrete Deck sq. ft. 3,564 3,528 36 0 0
Wearing Surfaces sq. ft. 3,920 3,920 0 0 0
Superstructure
Reinforced Concrete Arch linear ft. 98 94 4 0 0
Substructure
Reinforced Concrete Abutment linear ft. 94 90 4 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 196 192 4 0 0
BridgeReports.com | SR 2040(LR 773SPE) over SPRING BROOK, Northampton County, Pennsylvania
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SR 2040(LR 773SPE) over SPRING BROOK

Map

Coordinates:
+40.68848, -75.25189
40°41'19" N, 75°15'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2040(LR 773SPE) over SPRING BROOK
Structure number: 000000000028749
Old structure number: 482040001004290 (from 1992 edition)
Location: 25TH ST. INTERCHANGE
Purpose: Carries highway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 23.0 ft. [7.0 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1954
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 13,174 [as of 2015]
Truck traffic: 5% of total traffic
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition: Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 53.9 tons [49.0 metric tons]
Sufficiency rating: 74.0

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
October 2015 74.0 Fair 5 out of 10 - 13174
November 2013 74.0 Fair 5 out of 10 - 15024
November 2011 85.0 Fair 6 out of 10 - 15033
November 2009 85.0 Fair 6 out of 10 - 15525
November 2007 85.0 Fair 6 out of 10 - 15434
November 2005 85.0 Fair 6 out of 10 - 15150
November 2003 85.0 Fair 6 out of 10 - 17042
November 2001 85.0 Fair 6 out of 10 - 16218
January 2000 85.0 Fair 6 out of 10 - 36928
January 1998 85.0 Fair 6 out of 10 - 35425
February 1996 85.0 Good 7 out of 10 - 34662

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Culvert
Reinforced Concrete Culvert linear ft. 83 63 10 10 0
BridgeReports.com | SR 22 (LR 773) over SPRING BROOK, Northampton County, Pennsylvania
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SR 22 (LR 773) over SPRING BROOK

Map

Coordinates:
+40.69444, -75.23460
40°41'40" N, 75°14'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 22 (LR 773) over SPRING BROOK
Structure number: 000000000028485
Old structure number: 480022021024110 (from 1992 edition)
Location: 1 MI.E.OF 25TH ST EXIT
Purpose: Carries highway over waterway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 23.0 ft. [7.0 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1954
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 39,563 [as of 2014]
Truck traffic: 4% of total traffic
Structural appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition: Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating: 74.8 tons [68.0 metric tons]
Sufficiency rating: 73.7

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
September 2015 73.7 Fair 6 out of 10 - 39563
October 2013 73.7 Fair 6 out of 10 - 39563
October 2011 79.0 Fair 6 out of 10 - 21163
October 2009 79.2 Fair 6 out of 10 - 20491
October 2007 72.9 Fair 6 out of 10 - 42378
October 2005 72.6 Fair 6 out of 10 - 43618
October 2003 72.8 Fair 6 out of 10 - 42803
November 2001 70.0 Fair 6 out of 10 - 46553
January 2000 70.8 Fair 6 out of 10 - 42887
January 1998 70.6 Fair 6 out of 10 - 43687
February 1996 70.6 Good 7 out of 10 - 43594

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Culvert
Reinforced Concrete Culvert linear ft. 183 173 10 0 0
BridgeReports.com | SR2027 HECKTOWN RD over US 22 (LR 772), Northampton County, Pennsylvania
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SR2027 HECKTOWN RD over US 22 (LR 772)

Map

Coordinates:
+40.68028, -75.32937
40°40'49" N, 75°19'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR2027 HECKTOWN RD over US 22 (LR 772)
Structure number: 000000000028478
Old structure number: 480022011010520 (from 1992 edition)
Location: HECKTOWN RD. OVER US.22
Purpose: Carries highway over highway
Route classification: Local (Urban) [19]
Length of largest span: 86.9 ft. [26.5 m]
Total length: 92.9 ft. [28.3 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 34.1 ft. [10.4 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1954
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Girder and floorbeam system [03]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 5,872 [as of 2016]
Truck traffic: 8% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 56.9 tons [51.7 metric tons]
Inventory rating: 33.9 tons [30.8 metric tons]
Sufficiency rating: 74.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $119,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2016 74.8 Fair Satisfactory Fair Satisfactory FO 5872
July 2014 74.8 Fair Satisfactory Fair Satisfactory FO 5905
August 2013 74.8 Fair Satisfactory Fair Satisfactory FO 5905
September 2012 55.2 Poor Satisfactory Poor Satisfactory SD 8255
September 2011 55.2 Poor Satisfactory Poor Satisfactory SD 8255
September 2010 55.2 Poor Satisfactory Poor Satisfactory SD 8102
November 2009 56.0 Poor Satisfactory Poor Satisfactory SD 7993
April 2008 56.1 Poor Satisfactory Poor Fair SD 7946
March 2006 56.2 Poor Satisfactory Poor Fair SD 7863
March 2004 40.9 Poor Satisfactory Poor Fair SD 6172
March 2002 41.2 Poor Satisfactory Poor Fair SD 5979
April 2000 49.5 Poor Satisfactory Poor Satisfactory SD 320
April 1998 43.3 Poor Satisfactory Poor Fair SD 4500
May 1996 76.6 Fair Satisfactory Fair Fair FO 4500
May 1994 75.8 Fair Satisfactory Fair Satisfactory FO 4500
July 1992 87.3 Fair Good Satisfactory Satisfactory FO 4500
October 1990 87.3 Fair Good Satisfactory Satisfactory FO 4500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 172 0 172 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Steel Stringer linear ft. 516 0 516 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 2,992 0 2,992 0 0
Superstructure
Steel Floor Beam linear ft. 224 0 224 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 90 60 30 0 0
Joints
Assembly without Seal Joint linear ft. 70 0 45 0 25
Bearings
Movable Bearing each 2 0 2 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 2 2 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | SR2029FARMERSVILLE over SR 22 (LR 772), Northampton County, Pennsylvania
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SR2029FARMERSVILLE over SR 22 (LR 772)

Map

Coordinates:
+40.68336, -75.30786
40°41'00" N, 75°18'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR2029FARMERSVILLE over SR 22 (LR 772)
Structure number: 000000000028479
Old structure number: 480022014000000 (from 1992 edition)
Location: T-452 OVER U.S. 22
Purpose: Carries highway over highway
Route classification: Collector (Urban) [17]
Length of largest span: 84.0 ft. [25.6 m]
Total length: 95.1 ft. [29.0 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 35.4 ft. [10.8 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1954
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Frame [07]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 481 [as of 2015]
Truck traffic: 8% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 94.8 tons [86.2 metric tons]
Inventory rating: 35.0 tons [31.8 metric tons]
Sufficiency rating: 87.5
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $280,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 87.5 Fair Satisfactory Satisfactory Fair - 481
April 2014 84.4 Fair Satisfactory Satisfactory Fair FO 497
April 2012 84.6 Fair Satisfactory Satisfactory Fair FO 497
April 2010 84.5 Fair Satisfactory Satisfactory Fair FO 511
April 2008 84.5 Fair Satisfactory Good Fair FO 504
March 2006 81.5 Fair Satisfactory Good Fair FO 496
March 2004 62.3 Fair Satisfactory Good Fair FO 447
March 2002 62.3 Fair Satisfactory Good Fair FO 433
April 2000 62.4 Fair Satisfactory Good Fair FO 320
April 1998 60.8 Fair Satisfactory Good Fair FO 1860
May 1996 79.3 Fair Satisfactory Good Fair FO 1860
May 1994 79.3 Fair Satisfactory Good Fair FO 1860
July 1992 79.3 Fair Good Good Fair FO 1860
October 1990 79.3 Fair Good Good Fair FO 1860

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Abutment linear ft. 84 82 1 1 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 168 124 24 20 0
Deck
Reinforced Concrete Slab sq. ft. 2,965 2,817 148 0 0
BridgeReports.com | SR2031COUNTRY CLUB over SR 22 (LR 772), Northampton County, Pennsylvania
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SR2031COUNTRY CLUB over SR 22 (LR 772)

Map

Coordinates:
+40.68329, -75.29195
40°40'60" N, 75°17'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR2031COUNTRY CLUB over SR 22 (LR 772)
Structure number: 000000000028480
Old structure number: 480022015017460 (from 1992 edition)
Location: T-454 OVER U.S. 22
Purpose: Carries highway over highway
Route classification: Local (Urban) [19]
Length of largest span: 85.0 ft. [25.9 m]
Total length: 92.9 ft. [28.3 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 34.1 ft. [10.4 m]
Vertical clearance below bridge: 14.1 ft. [4.3 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1954
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Girder and floorbeam system [03]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 3,630 [as of 2015]
Truck traffic: 8% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 58.9 tons [53.5 metric tons]
Inventory rating: 35.0 tons [31.8 metric tons]
Sufficiency rating: 82.2

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 82.2 Fair Satisfactory Fair Satisfactory - 3630
March 2014 80.0 Fair Satisfactory Fair Satisfactory FO 3651
March 2013 80.1 Fair Satisfactory Fair Satisfactory FO 3654
March 2011 63.2 Poor Satisfactory Poor Satisfactory SD 3654
March 2010 62.1 Poor Satisfactory Poor Satisfactory SD 4776
March 2009 62.1 Poor Satisfactory Poor Satisfactory SD 4712
April 2008 87.8 Fair Satisfactory Satisfactory Satisfactory FO 4684
March 2006 87.8 Fair Satisfactory Satisfactory Satisfactory FO 4635
March 2004 66.6 Fair Satisfactory Satisfactory Satisfactory FO 8506
March 2002 54.3 Fair Satisfactory Fair Satisfactory FO 8240
April 2000 62.4 Fair Satisfactory Fair Satisfactory FO 320
April 1998 60.7 Fair Satisfactory Fair Fair FO 2000
May 1996 79.2 Fair Satisfactory Satisfactory Fair FO 2000
May 1994 77.2 Fair Satisfactory Satisfactory Fair FO 2000
July 1992 88.6 Fair Good Good Satisfactory FO 1860
October 1990 88.6 Fair Good Good Satisfactory FO 1860

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 174 0 160 14 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Steel Stringer linear ft. 522 450 72 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 3,139 2,982 157 0 0
Superstructure
Steel Floor Beam linear ft. 238 200 38 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 98 84 6 8 0
Joints
Assembly without Seal Joint linear ft. 68 0 68 0 0
Bearings
Movable Bearing each 2 2 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 4 4 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | SR 248 (LR 175) over TRIB.BUSHKILL CK., Northampton County, Pennsylvania
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SR 248 (LR 175) over TRIB.BUSHKILL CK.

Map

Coordinates:
+40.68728, -75.25256
40°41'14" N, 75°15'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 248 (LR 175) over TRIB.BUSHKILL CK.
Structure number: 000000000028589
Old structure number: 480248049020320 (from 1992 edition)
Location: 25TH & NORTHAMPTON STS.
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 22.0 ft. [6.7 m]
Total length: 23.0 ft. [7.0 m]
Roadway width between curbs: 204.1 ft. [62.2 m]
Deck width edge-to-edge: 212.6 ft. [64.8 m]
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1960
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 23,116 [as of 2015]
Truck traffic: 3% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 75.8 tons [68.9 metric tons]
Inventory rating: 45.9 tons [41.7 metric tons]
Sufficiency rating: 78.5
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 78.5 Fair Satisfactory Satisfactory Fair - 23116
July 2013 78.5 Fair Satisfactory Satisfactory Fair - 23251
July 2011 80.9 Fair Fair Satisfactory Fair - 12680
July 2009 63.8 Poor Fair Fair Poor SD 12445
July 2007 58.9 Poor Fair Fair Poor SD 24202
July 2006 59.0 Poor Fair Fair Poor SD 23951
July 2005 60.0 Poor Fair Fair Poor SD 21465
July 2003 60.2 Poor Fair Fair Poor SD 21085
July 2001 56.4 Poor Fair Fair Poor SD 29967
September 1999 56.1 Poor Fair Fair Poor SD 30868
September 1997 56.6 Poor Fair Fair Poor SD 29610
October 1995 56.8 Poor Fair Fair Poor SD 28972

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 48 48 0 0 0
Reinforced Concrete Girder/Beam linear ft. 945 907 30 8 0
Deck
Reinforced Concrete Deck sq. ft. 5,104 4,798 306 0 0
Wearing Surfaces sq. ft. 4,928 4,928 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 454 436 12 6 0
Joints
Other Joint linear ft. 408 350 58 0 0
Bearings
Enclosed/Concealed Bearing each 98 98 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 72 0 72 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | SR 2017 (LR 48019) over SR 22 (LR 773), Northampton County, Pennsylvania
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SR 2017 (LR 48019) over SR 22 (LR 773)

Map

Coordinates:
+40.69500, -75.23000
40°41'42" N, 75°13'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2017 (LR 48019) over SR 22 (LR 773)
Structure number: 000000000028729
Old structure number: 482017002005840 (from 1992 edition)
Location: 13TH ST.INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 92.9 ft. [28.3 m]
Total length: 99.1 ft. [30.2 m]
Roadway width between curbs: 66.6 ft. [20.3 m]
Deck width edge-to-edge: 70.5 ft. [21.5 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 21°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1975
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 8,852 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present desirable criteria [8]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Scour condition: Bridge not over waterway. [N]
Operating rating: 91.9 tons [83.5 metric tons]
Inventory rating: 54.9 tons [49.9 metric tons]
Sufficiency rating: 83.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $963,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 83.0 Fair Satisfactory Satisfactory Fair FO 8852
April 2014 94.6 Fair Satisfactory Satisfactory Satisfactory FO 8964
April 2012 82.7 Fair Fair Fair Fair FO 4485
April 2010 82.7 Fair Fair Fair Fair FO 4708
April 2008 66.7 Poor Fair Fair Poor SD 4645
March 2006 67.3 Poor Fair Fair Poor SD 9140
March 2004 67.5 Poor Fair Fair Poor SD 3259
March 2002 67.5 Poor Fair Fair Poor SD 3220

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 930 577 353 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 6,831 0 6,831 0 0
Substructure
Reinforced Concrete Abutment linear ft. 144 89 35 20 0
Joints
Assembly without Seal Joint linear ft. 138 138 0 0 0
Bearings
Movable Bearing each 10 0 10 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 10 0 10 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 198 198 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | SR 22 (LR 772) over T-575(JACKSONVILLE ROAD), Northampton County, Pennsylvania
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SR 22 (LR 772) over T-575(JACKSONVILLE ROAD)

Map

Coordinates:
+40.65633, -75.39767
40°39'23" N, 75°23'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 22 (LR 772) over T-575(JACKSONVILLE ROAD)
Structure number: 000000000028471
Old structure number: 480022003000000 (from 1992 edition)
Location: 1 MI.W.OF PA.512
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 45.9 ft. [14.0 m]
Total length: 46.9 ft. [14.3 m]
Roadway width between curbs: 77.1 ft. [23.5 m]
Deck width edge-to-edge: 83.0 ft. [25.3 m]
Vertical clearance below bridge: 13.8 ft. [4.2 m]
Skew angle: 40°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1979
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 82,298 [as of 2014]
Truck traffic: 12% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 57.9 tons [52.6 metric tons]
Inventory rating: 35.0 tons [31.8 metric tons]
Sufficiency rating: 75.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 75.9 Fair Satisfactory Satisfactory Satisfactory FO 82298
April 2013 75.8 Fair Satisfactory Satisfactory Satisfactory FO 82298
April 2011 75.9 Fair Satisfactory Satisfactory Satisfactory FO 41444
April 2009 75.9 Fair Satisfactory Satisfactory Satisfactory FO 38366
April 2007 75.9 Fair Satisfactory Satisfactory Satisfactory FO 83586
April 2005 75.7 Fair Satisfactory Satisfactory Satisfactory FO 82675
April 2003 75.7 Fair Satisfactory Satisfactory Satisfactory FO 86238
May 2001 75.7 Fair Good Good Satisfactory FO 82448
July 1999 75.7 Fair Good Good Satisfactory FO 72959
July 1997 64.7 Fair Satisfactory Satisfactory Fair FO 69989
August 1995 64.7 Fair Good Good Fair FO 66487
October 1993 76.0 Fair Good Good Satisfactory FO 64676
January 1992 76.0 Fair Good Good Satisfactory FO 65474

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 906 885 20 1 0
Deck
Reinforced Concrete Deck sq. ft. 4,211 4,169 42 0 0
Wearing Surfaces sq. ft. 4,027 3,987 40 0 0
Substructure
Reinforced Concrete Abutment linear ft. 202 162 40 0 0
Bearings
Enclosed/Concealed Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 141 141 0 0 0
BridgeReports.com | SR 22 (LR 772) over SR 512(LR 48046), Northampton County, Pennsylvania
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SR 22 (LR 772) over SR 512(LR 48046)

Map

Coordinates:
+40.66290, -75.38405
40°39'46" N, 75°23'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 22 (LR 772) over SR 512(LR 48046)
Structure number: 000000000028473
Old structure number: 480022005000000 (from 1992 edition)
Location: PA 512 INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 65.0 ft. [19.8 m]
Total length: 69.9 ft. [21.3 m]
Roadway width between curbs: 77.4 ft. [23.6 m]
Deck width edge-to-edge: 83.7 ft. [25.5 m]
Vertical clearance below bridge: 14.1 ft. [4.3 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1979
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: February 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 76,526 [as of 2014]
Truck traffic: 12% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 70.8 tons [64.4 metric tons]
Inventory rating: 41.9 tons [38.1 metric tons]
Sufficiency rating: 48.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
February 2015 48.0 Poor Fair Poor Fair SD 76526
March 2013 49.0 Poor Satisfactory Poor Satisfactory SD 76732
April 2011 76.0 Fair Satisfactory Satisfactory Satisfactory FO 41444
April 2009 76.0 Fair Satisfactory Good Satisfactory FO 38366
April 2007 76.0 Fair Satisfactory Good Satisfactory FO 79689
April 2005 76.0 Fair Satisfactory Good Satisfactory FO 74688
April 2003 76.0 Fair Satisfactory Good Satisfactory FO 76696
May 2001 76.0 Fair Satisfactory Good Satisfactory FO 74446
June 1999 76.0 Fair Satisfactory Good Satisfactory FO 61490
July 1997 65.0 Fair Satisfactory Fair Fair FO 64293
August 1995 65.0 Fair Satisfactory Fair Satisfactory FO 66487
October 1993 65.0 Fair Satisfactory Fair Satisfactory FO 64676
January 1992 78.0 Fair Satisfactory Satisfactory Satisfactory - 65474

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 910 856 0 4 50
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,428 4,505 923 0 0
Wearing Surfaces sq. ft. 5,200 0 5,200 0 0
Substructure
Reinforced Concrete Abutment linear ft. 170 152 18 0 0
Joints
Compression Joint linear ft. 167 0 164 0 3
Bearings
Movable Bearing each 14 0 14 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 14 0 14 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 210 210 0 0 0
BridgeReports.com | SR 22 (LR 772) over CHRISTIAN SPRING RD., Northampton County, Pennsylvania
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SR 22 (LR 772) over CHRISTIAN SPRING RD.

Map

Coordinates:
+40.67731, -75.34976
40°40'38" N, 75°20'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 22 (LR 772) over CHRISTIAN SPRING RD.
Structure number: 000000000028475
Old structure number: 480022009000000 (from 1992 edition)
Location: OVER CHRISTIAN SPRINGS RD
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 37.1 ft. [11.3 m]
Total length: 39.0 ft. [11.9 m]
Roadway width between curbs: 65.0 ft. [19.8 m]
Deck width edge-to-edge: 71.9 ft. [21.9 m]
Vertical clearance below bridge: 13.8 ft. [4.2 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1979
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 72,236 [as of 2015]
Truck traffic: 10% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 61.8 tons [56.2 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 76.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 76.0 Fair Satisfactory Satisfactory Satisfactory FO 72236
April 2013 76.0 Fair Satisfactory Satisfactory Satisfactory FO 72657
April 2011 76.0 Fair Satisfactory Satisfactory Satisfactory FO 32382
April 2009 76.0 Fair Satisfactory Satisfactory Satisfactory FO 33488
April 2007 76.0 Fair Satisfactory Satisfactory Satisfactory FO 66761
April 2005 76.0 Fair Satisfactory Satisfactory Satisfactory FO 66782
April 2003 76.0 Fair Satisfactory Satisfactory Satisfactory FO 66773
May 2001 76.0 Fair Satisfactory Satisfactory Satisfactory FO 66715
June 1999 76.0 Fair Satisfactory Satisfactory Satisfactory FO 50050
July 1997 76.0 Fair Satisfactory Satisfactory Satisfactory FO 60555
August 1995 79.0 Fair Good Satisfactory Satisfactory - 57060
September 1993 79.0 Fair Good Satisfactory Satisfactory - 55505
December 1991 79.0 Fair Good Satisfactory Satisfactory - 54743

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 624 549 75 0 0
Deck
Reinforced Concrete Deck sq. ft. 2,797 2,629 168 0 0
Wearing Surfaces sq. ft. 265 249 16 0 0
Substructure
Reinforced Concrete Abutment linear ft. 174 159 15 0 0
Bearings
Enclosed/Concealed Bearing each 32 32 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 117 117 0 0 0
BridgeReports.com | US 22 (LR 772) over TWP.LINE RD.(T-434), Northampton County, Pennsylvania
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US 22 (LR 772) over TWP.LINE RD.(T-434)

Map

Coordinates:
+40.67160, -75.36604
40°40'18" N, 75°21'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: US 22 (LR 772) over TWP.LINE RD.(T-434)
Structure number: 000000000028474
Old structure number: 480022007000000 (from 1992 edition)
Location: US 22 OVER T-434
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 37.1 ft. [11.3 m]
Total length: 39.0 ft. [11.9 m]
Roadway width between curbs: 78.1 ft. [23.8 m]
Deck width edge-to-edge: 83.7 ft. [25.5 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 18°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1979
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 72,236 [as of 2015]
Truck traffic: 10% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 31.9 tons [29.0 metric tons]
Sufficiency rating: 74.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 74.0 Fair Satisfactory Good Satisfactory FO 72236
April 2013 74.0 Fair Satisfactory Good Satisfactory FO 72657
April 2011 74.0 Fair Good Good Satisfactory FO 32382
April 2009 74.0 Fair Good Good Satisfactory FO 33488
April 2007 76.0 Fair Good Good Satisfactory - 66761
April 2005 75.8 Fair Good Good Satisfactory - 66782
April 2003 75.8 Fair Good Good Satisfactory - 66773
May 2001 75.8 Fair Good Good Satisfactory - 66715
June 1999 75.8 Fair Good Good Satisfactory - 50050
July 1997 64.8 Fair Satisfactory Good Fair - 60555
August 1995 62.8 Fair Good Good Fair FO 57060
September 1993 78.0 Fair Good Good Satisfactory - 55505
December 1991 78.0 Fair Good Good Satisfactory - 54743

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 702 702 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 3,257 3,062 195 0 0
Wearing Surfaces sq. ft. 316 297 19 0 0
Substructure
Reinforced Concrete Abutment linear ft. 182 166 15 1 0
Bearings
Enclosed/Concealed Bearing each 36 35 1 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 117 117 0 0 0
BridgeReports.com | SR 22 (LR 773) over BUSHKILL CREEK & DRIVE, Northampton County, Pennsylvania
Share:

SR 22 (LR 773) over BUSHKILL CREEK & DRIVE

Map

Coordinates:
+40.69416, -75.21332
40°41'39" N, 75°12'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 22 (LR 773) over BUSHKILL CREEK & DRIVE
Structure number: 000000000028492
Old structure number: 480022025017210 (from 1992 edition)
Location: PA 611 EXIT
Purpose: Carries highway over highway and waterway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 84.0 ft. [25.6 m]
Total length: 250.0 ft. [76.2 m]
Roadway width between curbs: 65.0 ft. [19.8 m]
Deck width edge-to-edge: 71.5 ft. [21.8 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 43°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1984
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Number of main spans: 4
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,838 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 46.9 tons [42.6 metric tons]
Inventory rating: 27.9 tons [25.4 metric tons]
Sufficiency rating: 76.5
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2015 76.5 Fair Satisfactory Satisfactory Satisfactory FO 29838
April 2013 76.4 Fair Satisfactory Satisfactory Satisfactory FO 30012
April 2011 85.4 Fair Satisfactory Satisfactory Satisfactory FO 17285
April 2009 85.2 Fair Satisfactory Satisfactory Satisfactory FO 18155
April 2007 80.7 Fair Satisfactory Satisfactory Satisfactory - 39825
April 2005 81.4 Fair Satisfactory Satisfactory Satisfactory - 39711
April 2003 80.6 Fair Satisfactory Satisfactory Satisfactory - 42809
April 2001 78.8 Fair Satisfactory Satisfactory Satisfactory - 41970
April 1999 80.3 Fair Good Satisfactory Satisfactory - 36212
May 1997 83.7 Fair Good Satisfactory Satisfactory - 40651
May 1995 80.3 Fair Good Satisfactory Satisfactory FO 38864
June 1993 58.9 Fair Good Satisfactory Satisfactory FO 35970
September 1991 57.8 Fair Good Satisfactory Satisfactory - 40369

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,923 1,973 950 0 0
Steel Protective Coating sq. ft. 43,013 43,013 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 17,430 0 17,430 0 0
Substructure
Reinforced Concrete Column each 12 10 2 0 0
Reinforced Concrete Pier Wall linear ft. 184 179 3 2 0
Reinforced Concrete Abutment linear ft. 192 180 12 0 0
Reinforced Concrete Pier Cap linear ft. 176 153 17 6 0
Joints
Compression Joint linear ft. 216 117 64 0 35
Bearings
Movable Bearing each 48 12 27 0 9
Steel Protective Coating sq. ft. 43,013 43,013 0 0 0
Fixed Bearing each 24 23 1 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 976 976 0 0 0
BridgeReports.com | US 22(LR 773) over BUSHKILL DR.,CEM. DR.,CK, Northampton County, Pennsylvania
Share:

US 22(LR 773) over BUSHKILL DR.,CEM. DR.,CK

Map

Coordinates:
+40.69578, -75.21530
40°41'45" N, 75°12'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: US 22(LR 773) over BUSHKILL DR.,CEM. DR.,CK
Structure number: 000000000028491
Old structure number: 480022025005010 (from 1992 edition)
Location: 0.25 MI.W.PA.611 EXIT
Purpose: Carries highway over highway and waterway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 120.1 ft. [36.6 m]
Total length: 598.1 ft. [182.3 m]
Roadway width between curbs: 65.0 ft. [19.8 m]
Deck width edge-to-edge: 71.5 ft. [21.8 m]
Vertical clearance below bridge: 13.8 ft. [4.2 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1984
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Number of main spans: 5
Main spans material: Steel [3]
Main spans design: Girder and floorbeam system [03]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,838 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 47.9 tons [43.5 metric tons]
Inventory rating: 28.9 tons [26.3 metric tons]
Sufficiency rating: 64.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $3,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 64.0 Fair Fair Fair Satisfactory FO 29838
June 2013 64.0 Fair Fair Fair Satisfactory FO 30012
June 2011 83.0 Fair Fair Satisfactory Satisfactory FO 17285
July 2009 82.5 Fair Fair Satisfactory Satisfactory FO 18155
June 2007 76.7 Fair Fair Satisfactory Satisfactory FO 39825
June 2005 77.8 Fair Fair Satisfactory Satisfactory FO 39711
June 2003 76.1 Fair Satisfactory Satisfactory Satisfactory FO 42809
October 2002 74.3 Fair Fair Satisfactory Satisfactory FO 41970
November 2000 76.8 Fair Satisfactory Satisfactory Satisfactory FO 36936
December 1997 77.8 Fair Satisfactory Satisfactory Satisfactory FO 40651
May 1995 83.9 Fair Satisfactory Satisfactory Good FO 38864
May 1993 83.9 Fair Satisfactory Satisfactory Good FO 35970
July 1991 81.7 Fair Good Satisfactory Satisfactory - 40369
BridgeReports.com | SR 22 (LR 773) over SR 248 (LR 175), Northampton County, Pennsylvania
Share:

SR 22 (LR 773) over SR 248 (LR 175)

Map

Coordinates:
+40.68708, -75.25148
40°41'13" N, 75°15'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 22 (LR 773) over SR 248 (LR 175)
Structure number: 000000000028482
Old structure number: 480022020003040 (from 1992 edition)
Location: 25TH ST.INTERCHANGE
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 77.1 ft. [23.5 m]
Total length: 83.0 ft. [25.3 m]
Roadway width between curbs: 65.0 ft. [19.8 m]
Deck width edge-to-edge: 71.5 ft. [21.8 m]
Vertical clearance below bridge: 14.8 ft. [4.5 m]
Skew angle: 34°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1985
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 40,336 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 96.8 tons [88.0 metric tons]
Inventory rating: 57.9 tons [52.6 metric tons]
Sufficiency rating: 78.4
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $226,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 78.4 Fair Good Good Satisfactory FO 40336
August 2014 80.4 Fair Good Good Satisfactory FO 40332
September 2012 90.8 Fair Good Good Satisfactory FO 21163
September 2010 90.9 Fair Good Good Satisfactory FO 20770
October 2008 91.0 Fair Good Good Satisfactory FO 20491
August 2006 86.9 Fair Good Good Satisfactory FO 37069
August 2004 85.4 Fair Good Good Satisfactory FO 43275
September 2002 83.3 Fair Good Good Satisfactory FO 43668
October 2000 82.8 Fair Good Good Satisfactory FO 45420
October 1998 83.9 Fair Good Good Satisfactory FO 41228
October 1996 83.4 Fair Good Good Satisfactory FO 42920
November 1994 86.0 Fair Good Good Satisfactory FO 33904
January 1993 81.0 Fair Very Good Very Good Satisfactory - 55700
April 1991 81.0 Fair Very Good Very Good Satisfactory - 55700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 930 930 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 2,963 0 2,963 0 0
Substructure
Reinforced Concrete Abutment linear ft. 180 170 10 0 0
Joints
Compression Joint linear ft. 126 126 0 0 0
Bearings
Movable Bearing each 12 12 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 12 6 6 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 328 328 0 0 0
BridgeReports.com | SR 22 (LR 773) over SR2024,WOOD ST(48084),RR, Northampton County, Pennsylvania
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SR 22 (LR 773) over SR2024,WOOD ST(48084),RR

Map

Coordinates:
+40.69449, -75.23513
40°41'40" N, 75°14'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 22 (LR 773) over SR2024,WOOD ST(48084),RR
Structure number: 000000000028487
Old structure number: 480022022000000 (from 1992 edition)
Location: 0.25 MI.W.OF 13 ST.EXIT
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 98.1 ft. [29.9 m]
Total length: 249.0 ft. [75.9 m]
Roadway width between curbs: 65.0 ft. [19.8 m]
Deck width edge-to-edge: 71.5 ft. [21.8 m]
Vertical clearance below bridge: 21.3 ft. [6.5 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1985
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Number of main spans: 3
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 39,567 [as of 2016]
Truck traffic: 4% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 70.8 tons [64.4 metric tons]
Inventory rating: 41.9 tons [38.1 metric tons]
Sufficiency rating: 83.2

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 83.2 Fair Satisfactory Satisfactory Satisfactory - 39567
August 2014 90.7 Fair Satisfactory Satisfactory Satisfactory - 39563
September 2012 95.0 Fair Satisfactory Satisfactory Satisfactory - 21163
September 2010 83.4 Fair Satisfactory Good Fair - 20770
October 2008 83.5 Fair Satisfactory Good Fair - 20491
August 2006 89.0 Fair Satisfactory Good Good - 37662
August 2004 87.5 Fair Satisfactory Good Good - 43618
September 2002 84.5 Fair Satisfactory Good Good - 47958
October 2000 84.8 Good Good Good Good - 46553
October 1998 85.7 Good Good Good Good - 42887
October 1996 85.5 Fair Good Good Satisfactory - 43594
November 1994 88.8 Fair Good Good Satisfactory FO 22123
January 1993 88.8 Fair Good Good Satisfactory - 22123
March 1991 88.9 Fair Good Good Satisfactory - 21702

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 3,430 1,400 2,030 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 17,518 0 17,518 0 0
Substructure
Reinforced Concrete Column each 8 5 2 1 0
Reinforced Concrete Abutment linear ft. 305 275 23 7 0
Reinforced Concrete Pier Cap linear ft. 178 165 0 13 0
Joints
Compression Joint linear ft. 236 236 0 0 0
Bearings
Movable Bearing each 42 32 0 0 10
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Fixed Bearing each 14 14 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 745 725 20 0 0
BridgeReports.com | US 22 over SR 2019 (LR 48021), Northampton County, Pennsylvania
Share:

US 22 over SR 2019 (LR 48021)

Map

Coordinates:
+40.69522, -75.22833
40°41'43" N, 75°13'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: US 22 over SR 2019 (LR 48021)
Structure number: 000000000028488
Old structure number: 480022023000000 (from 1992 edition)
Location: 13TH ST.INTERCHANGE
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 59.1 ft. [18.0 m]
Total length: 60.0 ft. [18.3 m]
Roadway width between curbs: 77.8 ft. [23.7 m]
Deck width edge-to-edge: 85.6 ft. [26.1 m]
Vertical clearance below bridge: 15.1 ft. [4.6 m]
Skew angle: 28°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1985
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,841 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 79.9 tons [72.6 metric tons]
Inventory rating: 31.9 tons [29.0 metric tons]
Sufficiency rating: 76.7
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $210,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 76.7 Fair Satisfactory Satisfactory Fair - 29841
July 2014 78.7 Fair Satisfactory Satisfactory Fair - 30012
August 2012 82.2 Fair Satisfactory Fair Fair - 17285
August 2010 92.9 Fair Satisfactory Satisfactory Satisfactory - 17134
August 2008 92.6 Fair Satisfactory Satisfactory Satisfactory - 18155
August 2006 86.0 Fair Satisfactory Satisfactory Satisfactory - 40307
August 2004 86.0 Fair Satisfactory Satisfactory Satisfactory - 39711
September 2002 83.4 Fair Satisfactory Satisfactory Satisfactory - 41970
October 2000 84.7 Fair Satisfactory Satisfactory Satisfactory - 36936
October 1998 84.8 Fair Satisfactory Satisfactory Satisfactory - 36212
October 1996 86.2 Fair Good Good Satisfactory - 40651
November 1994 87.5 Fair Good Good Satisfactory - 36905
December 1992 87.7 Fair Good Good Satisfactory - 35970
March 1991 74.1 Fair Good Good Fair - 41156

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 360 360 0 0 0
Reinforced Concrete Girder/Beam linear ft. 780 778 1 1 0
Deck
Reinforced Concrete Deck sq. ft. 5,130 0 5,130 0 0
Substructure
Reinforced Concrete Abutment linear ft. 193 193 0 0 0
Joints
Compression Joint linear ft. 171 171 0 0 0
Bearings
Elastomeric Bearing each 12 12 0 0 0
Movable Bearing each 26 26 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 122 121 1 0 0
BridgeReports.com | US 22(LR 773) over SR 2012(LR 48013)25TH ST, Northampton County, Pennsylvania
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US 22(LR 773) over SR 2012(LR 48013)25TH ST

Map

Coordinates:
+40.68648, -75.25182
40°41'11" N, 75°15'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: US 22(LR 773) over SR 2012(LR 48013)25TH ST
Structure number: 000000000028481
Old structure number: 480022020000000 (from 1992 edition)
Location: 25TH ST.INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 73.2 ft. [22.3 m]
Total length: 80.1 ft. [24.4 m]
Roadway width between curbs: 65.0 ft. [19.8 m]
Deck width edge-to-edge: 71.5 ft. [21.8 m]
Vertical clearance below bridge: 14.1 ft. [4.3 m]
Skew angle: 32°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1985
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 40,336 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 90.9 tons [82.6 metric tons]
Inventory rating: 54.9 tons [49.9 metric tons]
Sufficiency rating: 68.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $442,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 68.0 Fair Good Fair Fair - 40336
August 2014 70.0 Fair Good Fair Fair - 40332
August 2012 61.2 Poor Good Poor Fair SD 21163
August 2010 78.1 Fair Good Fair Satisfactory FO 20770
August 2008 78.2 Fair Good Fair Satisfactory FO 20491
August 2006 73.5 Fair Good Fair Satisfactory FO 37069
August 2004 72.7 Fair Good Fair Satisfactory FO 43275
September 2002 70.6 Fair Good Fair Satisfactory FO 43668
October 2000 70.1 Fair Good Fair Satisfactory FO 45420
October 1998 71.3 Fair Good Fair Satisfactory FO 41228
October 1996 70.8 Fair Good Fair Satisfactory FO 42920
November 1994 72.0 Fair Good Fair Satisfactory FO 40269
January 1993 71.4 Fair Good Fair Satisfactory - 42411
April 1991 82.9 Fair Good Satisfactory Satisfactory - 47095

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 879 856 23 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,617 0 5,617 0 0
Substructure
Reinforced Concrete Abutment linear ft. 187 187 0 0 0
Joints
Compression Joint linear ft. 170 170 0 0 0
Bearings
Movable Bearing each 12 12 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 12 0 12 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 160 155 5 0 0
BridgeReports.com | SR 22 (LR 772) over NORFOLK SOUTHERN RR, Northampton County, Pennsylvania
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SR 22 (LR 772) over NORFOLK SOUTHERN RR

Map

Coordinates:
+40.67828, -75.34389
40°40'42" N, 75°20'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 22 (LR 772) over NORFOLK SOUTHERN RR
Structure number: 000000000028476
Old structure number: 480022010000000 (from 1992 edition)
Location: PA 191 INTERCHANGE
Purpose: Carries highway over railroad
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 63.0 ft. [19.2 m]
Total length: 171.9 ft. [52.4 m]
Roadway width between curbs: 60.0 ft. [18.3 m]
Deck width edge-to-edge: 63.7 ft. [19.4 m]
Vertical clearance below bridge: 22.3 ft. [6.8 m]
Skew angle: 48°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1998
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Number of main spans: 3
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 72,236 [as of 2015]
Truck traffic: 10% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 59.8 tons [54.4 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 62.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 62.0 Fair Fair Fair Fair FO 72236
August 2013 62.0 Fair Fair Fair Fair FO 72657
August 2011 46.0 Poor Fair Poor Fair SD 32382
August 2009 60.9 Fair Fair Fair Fair FO 33488
August 2007 60.9 Fair Fair Fair Fair FO 66761
August 2005 65.7 Fair Fair Fair Fair - 66782
August 2003 65.7 Fair Fair Fair Fair - 66773
August 2001 64.7 Fair Satisfactory Fair Fair - 66715
October 1999 66.7 Fair Satisfactory Fair Fair - 50050
October 1997 66.0 Fair Fair Fair Fair - 60555
October 1995 66.0 Fair Fair Fair Fair - 57060
October 1993 78.0 Fair Satisfactory Satisfactory Satisfactory - 55505
January 1992 78.0 Fair Satisfactory Satisfactory Satisfactory - 54743

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,956 1,956 0 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 10,447 9,820 627 0 0
Wearing Surfaces sq. ft. 9,377 8,814 563 0 0
Substructure
Reinforced Concrete Column each 8 4 2 2 0
Reinforced Concrete Abutment linear ft. 190 160 30 0 0
Reinforced Concrete Pier Cap linear ft. 184 179 3 2 0
Joints
Strip Seal Joint linear ft. 180 90 90 0 0
Bearings
Elastomeric Bearing each 12 12 0 0 0
Movable Bearing each 24 24 0 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Fixed Bearing each 12 5 7 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 658 658 0 0 0
BridgeReports.com | SR 22 (LR 772) over SR 191 & MONOCACY CR., Northampton County, Pennsylvania
Share:

SR 22 (LR 772) over SR 191 & MONOCACY CR.

Map

Coordinates:
+40.67844, -75.34246
40°40'42" N, 75°20'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 22 (LR 772) over SR 191 & MONOCACY CR.
Structure number: 000000000028477
Old structure number: 480022010002340 (from 1992 edition)
Location: PA 191 INTERCHANGE
Purpose: Carries highway overpass over highway and waterway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 87.9 ft. [26.8 m]
Total length: 353.0 ft. [107.6 m]
Roadway width between curbs: 57.1 ft. [17.4 m]
Deck width edge-to-edge: 63.7 ft. [19.4 m]
Vertical clearance below bridge: 19.7 ft. [6.0 m]
Skew angle: 39°
Owner: State Highway Agency [01]
Year built: 1954
Year reconstructed: 1998
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Number of main spans: 5
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 72,236 [as of 2015]
Truck traffic: 10% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 61.8 tons [56.2 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 66.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 66.0 Fair Fair Fair Satisfactory - 72236
August 2013 67.0 Fair Satisfactory Fair Satisfactory - 72657
August 2011 50.3 Poor Satisfactory Poor Satisfactory SD 32382
August 2009 67.0 Fair Satisfactory Fair Satisfactory - 33488
August 2007 67.0 Fair Satisfactory Fair Satisfactory - 66761
August 2005 65.0 Fair Satisfactory Fair Satisfactory - 66782
August 2003 65.0 Fair Satisfactory Fair Satisfactory - 66773
September 2001 65.0 Fair Satisfactory Fair Satisfactory - 66715
October 1999 65.0 Fair Satisfactory Fair Satisfactory - 50050
October 1997 64.0 Fair Fair Fair Fair - 60555
October 1995 62.0 Fair Fair Fair Fair FO 57060
October 1993 63.0 Fair Satisfactory Fair Fair FO 55505
January 1992 63.0 Fair Satisfactory Fair Fair FO 54743

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 4,200 4,200 0 0 0
Steel Protective Coating sq. ft. 53,766 53,766 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 21,495 20,205 1,290 0 0
Wearing Surfaces sq. ft. 19,295 18,137 1,158 0 0
Superstructure
Steel Pin or Pin & Hangar Assembly each 24 24 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Substructure
Reinforced Concrete Column each 16 13 3 0 0
Reinforced Concrete Pier Wall linear ft. 152 152 0 0 0
Reinforced Concrete Abutment linear ft. 160 154 5 1 0
Reinforced Concrete Pier Cap linear ft. 320 270 25 25 0
Joints
Strip Seal Joint linear ft. 228 218 10 0 0
Pourable Joint linear ft. 76 70 6 0 0
Bearings
Movable Bearing each 48 41 7 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 24 24 0 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 1,416 1,416 0 0 0
BridgeReports.com | HARRIS STREET over SILVER CREEK, Northampton County, Pennsylvania
Share:

HARRIS STREET over SILVER CREEK

Map

Coordinates:
+40.57860, -75.34166
40°34'43" N, 75°20'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: HARRIS STREET over SILVER CREEK
Structure number: 000000000028926
Old structure number: 487407000000020 (from 1992 edition)
Location: SOUTH OF WATER STREET
Purpose: Carries highway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 21.0 ft. [6.4 m]
Total length: 22.0 ft. [6.7 m]
Roadway width between curbs: 18.0 ft. [5.5 m]
Deck width edge-to-edge: 20.0 ft. [6.1 m]
Owner: City or Municipal Highway Agency [04]
Year built: 1954
Year reconstructed: 2013
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 760 [as of 2009]
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 70.8 tons [64.4 metric tons]
Inventory rating: 54.9 tons [49.9 metric tons]
Sufficiency rating: 66.9
Recommended work: Other structural work, including hydraulic replacements. [38]
Estimated cost of work: $28,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 66.9 Fair Very Good Very Good Fair - 760
November 2013 66.9 Fair Excellent Excellent Fair - 760
September 2012 52.4 Fair Fair Fair Fair FO 760
September 2011 52.2 Fair Fair Fair Fair FO 760
September 2009 52.2 Fair Fair Fair Fair FO 760
September 2008 52.2 Fair Fair Fair Fair FO 760
September 2005 51.8 Fair Fair Fair Fair FO 760
September 2004 49.8 Poor Poor Fair Fair SD 760
September 2003 50.8 Poor Poor Fair Fair SD 760
September 2002 52.8 Fair Fair Fair Fair FO 760
September 2001 52.8 Fair Fair Fair Fair FO 760
September 2000 52.8 Fair Fair Fair Fair FO 760
September 1999 52.8 Fair Fair Fair Fair FO 760
September 1998 40.7 Poor Good Poor Fair SD 760
September 1997 51.8 Fair Good Fair Fair FO 760
October 1995 54.8 Fair Good Fair Satisfactory FO 760
November 1993 54.8 Fair Good Fair Satisfactory FO 760
November 1991 54.8 Fair Good Fair Satisfactory FO 760
BridgeReports.com | EDGEWOOD AVENUE over BUSHKILL CREEK, Northampton County, Pennsylvania
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EDGEWOOD AVENUE over BUSHKILL CREEK

Map

Coordinates:
+40.70081, -75.24175
40°42'03" N, 75°14'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: EDGEWOOD AVENUE over BUSHKILL CREEK
Structure number: 000000000028824
Old structure number: 487205051990580 (from 1992 edition)
Location: NEAR SR 2019
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 103.0 ft. [31.4 m]
Total length: 105.0 ft. [32.0 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 33.5 ft. [10.2 m]
Owner: County Highway Agency [02]
Year built: 1956
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 500 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 53.9 tons [49.0 metric tons]
Sufficiency rating: 80.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 80.9 Fair Satisfactory Satisfactory Satisfactory - 500
March 2014 80.9 Fair Satisfactory Satisfactory Satisfactory - 500
March 2012 80.9 Fair Satisfactory Satisfactory Satisfactory - 500
March 2010 85.5 Fair Fair Satisfactory Good - 200
March 2008 85.5 Fair Fair Satisfactory Good - 200
October 2005 86.5 Fair Satisfactory Good Good - 200
October 2003 86.5 Fair Satisfactory Good Good - 200
October 2001 86.5 Fair Satisfactory Good Good - 200
October 1999 86.5 Fair Satisfactory Good Good - 200
October 1997 86.5 Fair Satisfactory Good Good - 200
September 1996 86.5 Fair Satisfactory Good Good - 200
December 1995 86.0 Fair Satisfactory Good Good - 200
December 1993 86.0 Fair Satisfactory Good Good - 200
January 1992 86.0 Fair Satisfactory Good Good - 200
January 1990 87.0 Fair Satisfactory Good Good - 200
BridgeReports.com | SR 2006(LR 48006) over EAST BRANCH SAUCON CREEK, Northampton County, Pennsylvania
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SR 2006(LR 48006) over EAST BRANCH SAUCON CREEK

Map

Coordinates:
+40.60688, -75.30161
40°36'25" N, 75°18'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2006(LR 48006) over EAST BRANCH SAUCON CREEK
Structure number: 000000000028711
Old structure number: 482006007026680 (from 1992 edition)
Location: INT.W/RINGHOFFER RD.
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 34.1 ft. [10.4 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 33.8 ft. [10.3 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1956
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 4,043 [as of 2015]
Truck traffic: 9% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 49.9 tons [45.4 metric tons]
Inventory rating: 29.9 tons [27.2 metric tons]
Sufficiency rating: 86.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2015 86.8 Fair Fair Satisfactory Satisfactory - 4043
January 2013 86.8 Fair Fair Satisfactory Satisfactory - 4067
February 2011 87.8 Fair Fair Satisfactory Satisfactory - 4109
February 2009 59.1 Poor Fair Poor Satisfactory SD 4121
February 2007 76.0 Fair Fair Fair Satisfactory - 4426
February 2005 75.8 Fair Fair Fair Satisfactory - 4361
March 2003 76.4 Fair Fair Fair Satisfactory - 3704
April 2001 77.4 Fair Fair Fair Satisfactory - 3704
May 1999 78.5 Fair Fair Fair Satisfactory - 3653
May 1997 78.5 Fair Fair Fair Satisfactory - 7270
June 1995 83.1 Fair Satisfactory Fair Satisfactory - 3270

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 306 306 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 120 118 2 0 0
Deck
Open Grid Deck sq. ft. 1,088 0 1,088 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 76 76 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | LITTLE CREEK ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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LITTLE CREEK ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.79320, -75.18410
40°47'36" N, 75°11'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LITTLE CREEK ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028842
Old structure number: 487208068490440 (from 1992 edition)
Location: 1 MILE NORTH OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 51.8 ft. [15.8 m]
Total length: 54.1 ft. [16.5 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 22.6 ft. [6.9 m]
Skew angle: 45°
Owner: County Highway Agency [02]
Year built: 1957
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 85.8 tons [78.0 metric tons]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 75.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 75.9 Fair Satisfactory Fair Fair - 200
December 2013 75.9 Fair Satisfactory Satisfactory Fair - 200
December 2011 76.9 Fair Satisfactory Satisfactory Fair - 200
December 2009 86.9 Fair Satisfactory Satisfactory Good - 150
February 2008 87.9 Fair Satisfactory Satisfactory Good - 150
September 2005 88.9 Good Good Good Good - 150
September 2003 87.9 Good Good Good Good - 150
October 2001 87.9 Good Good Good Good - 150
October 1999 88.9 Good Good Good Good - 150
October 1997 85.9 Good Good Good Good - 150
September 1996 86.9 Good Good Good Good - 150
November 1994 85.9 Good Good Good Good - 150
February 1993 85.9 Good Good Good Good - 150
December 1991 85.9 Good Good Good Good - 150
January 1990 85.9 Good Good Good Good - 150
BridgeReports.com | SR 3011 (LR 48046) over MONOCACY CREEK, Northampton County, Pennsylvania
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SR 3011 (LR 48046) over MONOCACY CREEK

Map

Coordinates:
+40.66113, -75.38121
40°39'40" N, 75°22'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3011 (LR 48046) over MONOCACY CREEK
Structure number: 000000000028762
Old structure number: 483011009007730 (from 1992 edition)
Location: CENTER STREET @ CITY LINE
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 70.9 ft. [21.6 m]
Total length: 191.9 ft. [58.5 m]
Roadway width between curbs: 58.1 ft. [17.7 m]
Deck width edge-to-edge: 65.9 ft. [20.1 m]
Owner: State Highway Agency [01]
Year built: 1957
Year reconstructed: 1976
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 20,802 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 75.8 tons [68.9 metric tons]
Inventory rating: 45.9 tons [41.7 metric tons]
Sufficiency rating: 69.1
Recommended work: Other structural work, including hydraulic replacements. [38]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 69.1 Fair Fair Fair Satisfactory - 20802
April 2013 70.9 Fair Fair Fair Satisfactory - 17100
April 2011 84.5 Fair Fair Satisfactory Satisfactory - 8454
April 2009 84.1 Fair Fair Satisfactory Satisfactory - 9277
April 2007 80.3 Fair Fair Satisfactory Satisfactory - 18337
April 2005 80.5 Fair Fair Satisfactory Satisfactory - 17999
April 2003 79.9 Fair Fair Satisfactory Good - 19383
May 2001 80.3 Fair Fair Satisfactory Good - 18446
June 1999 85.0 Fair Satisfactory Satisfactory Good - 14774
June 1997 85.3 Fair Satisfactory Satisfactory Good - 14172
July 1995 84.7 Fair Satisfactory Satisfactory Good - 15602

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,464 2,414 50 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 12,573 11,944 629 0 0
Wearing Surfaces sq. ft. 11,020 10,469 551 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 134 123 9 2 0
Reinforced Concrete Abutment linear ft. 160 142 16 2 0
Joints
Assembly without Seal Joint linear ft. 132 0 132 0 0
Bearings
Movable Bearing each 39 12 26 0 1
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Fixed Bearing each 13 13 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 382 382 0 0 0
BridgeReports.com | 8TH STREET over PA 33, Northampton County, Pennsylvania
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8TH STREET over PA 33

Map

Coordinates:
+40.85296, -75.30098
40°51'11" N, 75°18'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: 8TH STREET over PA 33
Structure number: 000000000028870
Old structure number: 487213069500010 (from 1992 edition)
Location: WEST OF WIND GAP
Purpose: Carries highway over highway
Route classification: Local (Rural) [09]
Length of largest span: 71.9 ft. [21.9 m]
Total length: 155.8 ft. [47.5 m]
Roadway width between curbs: 19.0 ft. [5.8 m]
Deck width edge-to-edge: 23.3 ft. [7.1 m]
Vertical clearance below bridge: 16.4 ft. [5.0 m]
Skew angle: 46°
Owner: Town or Township Highway Agency [03]
Year built: 1958
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 2
Main spans material: Steel continuous [4]
Main spans design: Girder and floorbeam system [03]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Other [9]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 62.9 tons [57.2 metric tons]
Sufficiency rating: 87.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 87.0 Fair Fair Satisfactory Satisfactory - 100
December 2012 88.0 Fair Fair Satisfactory Good - 100
December 2011 88.0 Fair Fair Satisfactory Good - 100
December 2009 88.0 Fair Fair Satisfactory Good - 100
December 2007 62.2 Fair Fair Satisfactory Good FO 800
December 2005 59.9 Fair Fair Satisfactory Good FO 800
December 2003 61.1 Fair Satisfactory Satisfactory Good FO 800
December 2001 59.1 Fair Satisfactory Satisfactory Good FO 800
December 1999 59.1 Fair Satisfactory Satisfactory Good FO 800
December 1997 75.5 Fair Satisfactory Satisfactory Good FO 800
December 1995 71.5 Fair Good Satisfactory Good FO 800
December 1993 71.5 Fair Good Satisfactory Good FO 800
December 1991 71.5 Fair Good Satisfactory Good FO 800
BridgeReports.com | KNAUSS ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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KNAUSS ROAD over MONOCACY CREEK

Map

Coordinates:
+40.74286, -75.34692
40°44'34" N, 75°20'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: KNAUSS ROAD over MONOCACY CREEK
Structure number: 000000000028814
Old structure number: 487203062492270 (from 1992 edition)
Location: AT SR 946
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 24.0 ft. [7.3 m]
Roadway width between curbs: 21.0 ft. [6.4 m]
Deck width edge-to-edge: 23.0 ft. [7.0 m]
Skew angle: 45°
Owner: County Highway Agency [02]
Year built: 1958
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 92.8 tons [84.4 metric tons]
Inventory rating: 54.9 tons [49.9 metric tons]
Sufficiency rating: 72.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 72.9 Fair Fair Fair Fair - 150
April 2014 72.9 Fair Fair Fair Fair - 150
April 2012 73.9 Fair Satisfactory Satisfactory Fair - 150
April 2010 83.4 Fair Satisfactory Satisfactory Satisfactory - 150
May 2008 83.4 Fair Satisfactory Satisfactory Satisfactory - 150
November 2005 83.4 Good Good Good Good - 150
November 2003 83.4 Good Good Good Good - 150
November 2001 83.4 Good Good Good Good - 150
November 1999 83.4 Good Good Good Good - 150
December 1997 83.4 Good Good Good Good - 150
October 1996 84.4 Good Good Good Good - 150
December 1995 82.9 Good Good Good Good - 150
December 1993 82.9 Good Good Good Good - 150
December 1991 82.9 Good Good Good Good - 150
December 1989 82.9 Good Good Good Good - 150
BridgeReports.com | MIDDLETOWN ROAD over NANCY RUN, Northampton County, Pennsylvania
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MIDDLETOWN ROAD over NANCY RUN

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MIDDLETOWN ROAD over NANCY RUN
Structure number: 000000000028801
Old structure number: 487101000092280 (from 1992 edition)
Location: W OF SR 3007
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 21.0 ft. [6.4 m]
Total length: 21.0 ft. [6.4 m]
Roadway width between curbs: 26.6 ft. [8.1 m]
Deck width edge-to-edge: 35.4 ft. [10.8 m]
Skew angle: 16°
Owner: County Highway Agency [02]
Year built: 1958
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 400 [as of 2010]
Deck condition: Poor [4 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 16.9 tons [15.4 metric tons]
Inventory rating: 10.0 tons [9.1 metric tons]
Sufficiency rating: 33.8

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 33.8 Poor Poor Poor Satisfactory SD 400
June 2014 64.9 Poor Fair Poor Satisfactory SD 400
June 2012 80.9 Fair Fair Fair Satisfactory - 400
June 2010 92.9 Fair Satisfactory Satisfactory Satisfactory - 400
June 2008 92.9 Fair Satisfactory Satisfactory Satisfactory - 400
October 2005 92.9 Good Good Good Good - 400
October 2003 92.9 Good Good Good Good - 400
October 2001 92.9 Good Good Good Good - 400
October 1999 92.9 Good Good Good Good - 400
December 1997 92.9 Good Good Good Good - 400
October 1996 92.9 Good Good Good Good - 400
November 1994 93.4 Good Good Good Good - 400
January 1993 93.4 Good Good Good Good - 400
January 1992 93.4 Good Good Good Good - 400
January 1990 93.4 Good Good Good Good - 400
BridgeReports.com | WILLOW BROOK ROAD over CATASAUQUA CREEK, Northampton County, Pennsylvania
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WILLOW BROOK ROAD over CATASAUQUA CREEK

Map

Coordinates:
+40.67702, -75.46231
40°40'37" N, 75°27'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: WILLOW BROOK ROAD over CATASAUQUA CREEK
Structure number: 000000000028808
Old structure number: 487201047891240 (from 1992 edition)
Location: 1 MILE WEST OF SR 3017
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 40.0 ft. [12.2 m]
Total length: 42.0 ft. [12.8 m]
Roadway width between curbs: 23.0 ft. [7.0 m]
Deck width edge-to-edge: 24.9 ft. [7.6 m]
Skew angle:
Owner: County Highway Agency [02]
Year built: 1958
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 200 [as of 2010]
Deck condition: Fair [5 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 60.8 tons [55.3 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 86.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 86.4 Fair Fair Satisfactory Satisfactory - 200
May 2014 87.4 Fair Satisfactory Satisfactory Satisfactory - 200
May 2013 87.4 Fair Satisfactory Satisfactory Satisfactory - 200
May 2012 84.4 Poor Poor Satisfactory Satisfactory SD 200
May 2010 97.0 Fair Satisfactory Satisfactory Satisfactory - 100
June 2008 97.0 Fair Satisfactory Satisfactory Satisfactory - 100
October 2005 99.0 Fair Good Satisfactory Good - 100
October 2003 99.0 Fair Good Satisfactory Good - 100
October 2001 99.0 Fair Good Satisfactory Good - 100
October 1999 99.0 Fair Good Satisfactory Good - 100
October 1997 99.0 Good Good Good Good - 100
October 1996 96.7 Good Good Good Good - 100
November 1994 96.7 Good Good Good Good - 100
January 1993 96.7 Fair Satisfactory Good Good - 100
November 1991 96.7 Fair Satisfactory Good Good - 100
December 1989 94.7 Fair Satisfactory Good Good - 100
BridgeReports.com | PA 33 (LR 796) over SR1007 {BROADWAY}(LR165), Northampton County, Pennsylvania
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PA 33 (LR 796) over SR1007 {BROADWAY}(LR165)

Map

Coordinates:
+40.86132, -75.29435
40°51'41" N, 75°17'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 33 (LR 796) over SR1007 {BROADWAY}(LR165)
Structure number: 000000000028521
Old structure number: 480033028022280 (from 1992 edition)
Location: NEAR MONROE COUNTY LINE
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 57.1 ft. [17.4 m]
Total length: 67.9 ft. [20.7 m]
Roadway width between curbs: 81.0 ft. [24.7 m]
Deck width edge-to-edge: 87.6 ft. [26.7 m]
Vertical clearance below bridge: 15.7 ft. [4.8 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1958
Year reconstructed: 1996
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Epoxy Overlay [5]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 32,698 [as of 2016]
Truck traffic: 11% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 33.9 tons [30.8 metric tons]
Sufficiency rating: 73.3
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $513,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 73.3 Fair Satisfactory Satisfactory Fair - 32698
June 2014 73.3 Fair Satisfactory Satisfactory Fair - 32384
July 2012 91.8 Fair Satisfactory Satisfactory Satisfactory - 16264
July 2010 92.7 Fair Satisfactory Satisfactory Good - 14148
July 2008 91.2 Fair Satisfactory Good Good - 17223
May 2006 82.5 Fair Satisfactory Good Good - 30734
May 2004 82.6 Fair Satisfactory Good Good - 30131
July 2002 82.2 Fair Satisfactory Good Good - 30690
August 2000 83.1 Fair Satisfactory Good Good - 24914
September 1998 83.7 Fair Satisfactory Good Good - 23753
October 1996 86.9 Good Good Good Good - 17214
June 1994 74.3 Fair Fair Good Fair - 18000
September 1992 77.8 Fair Satisfactory Good Fair - 13646
December 1990 77.8 Fair Satisfactory Good Fair - 13646

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 1,325 1,275 50 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,950 0 0 5,950 0
Substructure
Reinforced Concrete Abutment linear ft. 198 110 82 6 0
Joints
Strip Seal Joint linear ft. 248 248 0 0 0
Bearings
Elastomeric Bearing each 44 44 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 198 198 0 0 0
BridgeReports.com | PA 33(LR 796) over SR1026(CENTER ST/LR48088, Northampton County, Pennsylvania
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PA 33(LR 796) over SR1026(CENTER ST/LR48088

Map

Coordinates:
+40.84798, -75.30292
40°50'53" N, 75°18'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 33(LR 796) over SR1026(CENTER ST/LR48088
Structure number: 000000000028520
Old structure number: 480033027000000 (from 1992 edition)
Location: 1 MI.N.OF PA 512
Purpose: Carries highway over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 44.9 ft. [13.7 m]
Total length: 47.9 ft. [14.6 m]
Roadway width between curbs: 81.0 ft. [24.7 m]
Deck width edge-to-edge: 87.6 ft. [26.7 m]
Vertical clearance below bridge: 14.1 ft. [4.3 m]
Skew angle: 31°
Owner: State Highway Agency [01]
Year built: 1958
Year reconstructed: 1996
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Epoxy Overlay [5]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 32,698 [as of 2016]
Truck traffic: 11% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 78.9 tons [71.7 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 83.0
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $308,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 83.0 Fair Satisfactory Satisfactory Satisfactory - 32698
June 2014 82.0 Fair Fair Satisfactory Satisfactory - 32384
July 2012 86.9 Fair Fair Good Satisfactory FO 16264
July 2010 88.0 Fair Fair Good Satisfactory FO 14148
July 2008 85.4 Fair Fair Good Satisfactory FO 17223
May 2006 83.3 Fair Satisfactory Good Satisfactory - 30734
May 2004 83.5 Fair Satisfactory Good Good - 30131
July 2002 83.0 Good Good Good Good - 30690
August 2000 84.0 Good Good Good Good - 24914
September 1998 84.6 Good Good Good Good - 23753
October 1996 87.7 Fair Good Satisfactory Good - 17214
June 1994 85.2 Poor Poor Satisfactory Satisfactory SD 16368
September 1992 87.5 Fair Fair Good Good - 15984
December 1990 87.8 Fair Fair Good Good - 15472

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 843 840 1 2 0
Deck
Reinforced Concrete Deck sq. ft. 3,938 3,899 39 0 0
Wearing Surfaces sq. ft. 3,645 3,609 36 0 0
Substructure
Reinforced Concrete Abutment linear ft. 211 200 10 1 0
Joints
Compression Joint linear ft. 205 0 205 0 0
Bearings
Enclosed/Concealed Bearing each 36 32 4 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 192 192 0 0 0
BridgeReports.com | SR 191 (LR 297) over MONOCACY CREEK, Northampton County, Pennsylvania
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SR 191 (LR 297) over MONOCACY CREEK

Map

Coordinates:
+40.68512, -75.33901
40°41'06" N, 75°20'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 191 (LR 297) over MONOCACY CREEK
Structure number: 000000000028558
Old structure number: 480191003000000 (from 1992 edition)
Location: 0.5 MI.N. OF US 22
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 82.0 ft. [25.0 m]
Total length: 164.1 ft. [50.0 m]
Roadway width between curbs: 42.3 ft. [12.9 m]
Deck width edge-to-edge: 45.9 ft. [14.0 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1958
Year reconstructed: 2013
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 13,600 [as of 2014]
Truck traffic: 6% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 97.8 tons [88.9 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 87.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 87.4 Fair Very Good Very Good Satisfactory - 13600
October 2013 87.4 Fair Very Good Excellent Satisfactory - 13600
January 2012 48.7 Poor Poor Poor Satisfactory SD 15507
January 2010 30.1 Poor Serious Serious Satisfactory SD 15220
April 2008 35.1 Poor Good Serious Satisfactory SD 15884
March 2005 76.9 Fair Good Good Satisfactory - 15361
March 2003 76.6 Fair Good Good Satisfactory - 15665
April 2001 75.9 Fair Good Good Satisfactory - 17336
May 1999 78.9 Fair Good Good Satisfactory - 16663
June 1997 83.7 Fair Good Good Satisfactory - 16336
July 1995 87.7 Fair Good Good Satisfactory - 13203
August 1993 88.2 Fair Good Good Satisfactory - 12518
November 1991 85.6 Fair Good Good Satisfactory - 12109

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 1,124 1,124 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 7,510 0 7,510 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 70 70 0 0 0
Reinforced Concrete Abutment linear ft. 160 160 0 0 0
Bearings
Elastomeric Bearing each 28 28 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 329 329 0 0 0
BridgeReports.com | SR 191 (LR297) over MONOCACY CREEK, Northampton County, Pennsylvania
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SR 191 (LR297) over MONOCACY CREEK

Map

Coordinates:
+40.68744, -75.33781
40°41'15" N, 75°20'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 191 (LR297) over MONOCACY CREEK
Structure number: 000000000028559
Old structure number: 480191003008750 (from 1992 edition)
Location: 0.75 MI.N.OF US22
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 51.8 ft. [15.8 m]
Total length: 105.0 ft. [32.0 m]
Roadway width between curbs: 42.3 ft. [12.9 m]
Deck width edge-to-edge: 45.9 ft. [14.0 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1958
Year reconstructed: 2013
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 13,600 [as of 2014]
Truck traffic: 6% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 47.9 tons [43.5 metric tons]
Sufficiency rating: 87.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 87.4 Fair Very Good Very Good Satisfactory - 13600
October 2013 66.2 Fair Excellent Very Good Satisfactory - 13600
February 2011 46.2 Poor Fair Poor Satisfactory SD 15220
March 2009 47.2 Poor Satisfactory Poor Satisfactory SD 15220
March 2007 47.2 Poor Satisfactory Poor Satisfactory SD 15884
March 2005 70.9 Fair Satisfactory Satisfactory Satisfactory - 15361
March 2003 70.9 Fair Satisfactory Satisfactory Satisfactory - 15665
April 2001 70.9 Fair Satisfactory Satisfactory Satisfactory - 17336
May 1999 72.9 Fair Good Satisfactory Satisfactory - 16663
June 1997 84.7 Fair Good Satisfactory Satisfactory - 16336
July 1995 87.7 Fair Good Satisfactory Satisfactory - 13203
August 1993 88.2 Fair Good Satisfactory Satisfactory - 12518
November 1991 85.6 Fair Good Good Satisfactory - 12109

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 726 726 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,853 4,853 0 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 60 60 0 0 0
Reinforced Concrete Abutment linear ft. 180 180 0 0 0
Bearings
Elastomeric Bearing each 28 28 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 212 212 0 0 0
BridgeReports.com | PA 33(LR 796) over MALE ST (FORMER SR 1028), Northampton County, Pennsylvania
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PA 33(LR 796) over MALE ST (FORMER SR 1028)

Map

Coordinates:
+40.83803, -75.30040
40°50'17" N, 75°18'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 33(LR 796) over MALE ST (FORMER SR 1028)
Structure number: 000000000028519
Old structure number: 480033025005330 (from 1992 edition)
Location: PA 33 OVER MALE STREET
Purpose: Carries highway over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 34.1 ft. [10.4 m]
Total length: 36.1 ft. [11.0 m]
Roadway width between curbs: 80.7 ft. [24.6 m]
Deck width edge-to-edge: 87.6 ft. [26.7 m]
Vertical clearance below bridge: 13.8 ft. [4.2 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1958
Year reconstructed: 2015
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 32,384 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 73.8 tons [67.1 metric tons]
Inventory rating: 44.9 tons [40.8 metric tons]
Sufficiency rating: 81.0
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 81.0 Fair Satisfactory Satisfactory Satisfactory - 32384
September 2013 80.0 Fair Fair Satisfactory Satisfactory FO 32384
September 2011 84.9 Fair Fair Satisfactory Satisfactory FO 16264
September 2009 84.4 Fair Fair Satisfactory Satisfactory FO 17223
September 2007 79.0 Fair Fair Satisfactory Satisfactory FO 32100
September 2005 80.0 Fair Fair Satisfactory Satisfactory FO 30131
January 2004 79.0 Fair Fair Satisfactory Satisfactory FO 31458
February 2002 80.0 Fair Fair Satisfactory Satisfactory FO 30690
April 2000 78.3 Poor Poor Satisfactory Satisfactory SD 24914
April 1998 81.2 Fair Fair Satisfactory Satisfactory FO 23753
May 1996 84.4 Fair Fair Satisfactory Satisfactory FO 17214
June 1994 85.2 Fair Fair Satisfactory Satisfactory FO 16368
September 1992 85.4 Fair Fair Satisfactory Satisfactory FO 15984
December 1990 85.6 Fair Fair Satisfactory Satisfactory FO 15472

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Girder/Beam linear ft. 622 585 25 12 0
Deck
Reinforced Concrete Deck sq. ft. 3,081 2,557 524 0 0
Wearing Surfaces sq. ft. 2,941 2,441 500 0 0
Substructure
Reinforced Concrete Abutment linear ft. 182 169 8 5 0
Joints
Compression Joint linear ft. 168 168 0 0 0
Bearings
Enclosed/Concealed Bearing each 36 36 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 72 36 36 0 0
BridgeReports.com | CREAMERY ROAD over BUSHKILL CREEK, Northampton County, Pennsylvania
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CREAMERY ROAD over BUSHKILL CREEK

Map

Coordinates:
+40.78109, -75.35568
40°46'52" N, 75°21'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CREAMERY ROAD over BUSHKILL CREEK
Structure number: 000000000028813
Old structure number: 487203062490830 (from 1992 edition)
Location: 1 MILE EAST OF PA 512
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 50.9 ft. [15.5 m]
Total length: 53.2 ft. [16.2 m]
Roadway width between curbs: 21.7 ft. [6.6 m]
Deck width edge-to-edge: 24.0 ft. [7.3 m]
Owner: County Highway Agency [02]
Year built: 1959
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 180 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 53.9 tons [49.0 metric tons]
Sufficiency rating: 73.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 73.4 Fair Satisfactory Satisfactory Fair - 180
April 2014 73.4 Fair Satisfactory Satisfactory Fair - 180
April 2012 84.5 Fair Satisfactory Good Satisfactory - 180
April 2010 86.0 Good Good Good Good - 180
May 2008 86.0 Good Good Good Good - 180
November 2005 86.0 Good Good Good Good - 180
November 2003 86.0 Good Good Good Good - 180
November 2001 86.0 Good Good Good Good - 180
November 1999 86.0 Good Good Good Good - 180
December 1997 86.0 Good Good Good Good - 180
October 1996 86.0 Good Good Good Good - 180
December 1994 85.0 Good Good Good Good - 180
February 1993 85.0 Good Good Good Good - 180
December 1991 85.0 Good Good Good Good - 180
December 1989 88.0 Good Good Good Good - 180
BridgeReports.com | SR 3003 (LR 48003) over BLACK RIVER, Northampton County, Pennsylvania
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SR 3003 (LR 48003) over BLACK RIVER

Map

Coordinates:
+40.57368, -75.36911
40°34'25" N, 75°22'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3003 (LR 48003) over BLACK RIVER
Structure number: 000000000028752
Old structure number: 483003007001040 (from 1992 edition)
Location: @ BINGEN & BLACK RIVER RD
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 30.8 ft. [9.4 m]
Roadway width between curbs: 38.1 ft. [11.6 m]
Deck width edge-to-edge: 43.6 ft. [13.3 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1959
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Other [9]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 7,371 [as of 2015]
Truck traffic: 3% of total traffic
Deck condition: Serious [3 out of 9]
Superstructure condition: Serious [3 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 29.9 tons [27.2 metric tons]
Inventory rating: 12.0 tons [10.9 metric tons]
Sufficiency rating: 27.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2015 27.7 Poor Serious Serious Fair SD 7371
May 2014 27.6 Poor Serious Serious Fair SD 7414
June 2012 84.1 Fair Satisfactory Fair Fair - 6927
June 2010 84.1 Fair Satisfactory Fair Fair - 6799
July 2008 85.2 Fair Satisfactory Fair Fair - 6708
July 2006 83.1 Fair Satisfactory Fair Fair - 7056
October 2004 83.1 Fair Satisfactory Satisfactory Fair - 6829
October 2002 94.4 Fair Satisfactory Satisfactory Satisfactory - 6748
December 2000 93.7 Fair Satisfactory Satisfactory Good - 9826
December 1998 93.7 Good Good Good Good - 9633
December 1996 94.3 Good Good Good Good - 7030
January 1995 94.5 Good Good Good Good - 6639
March 1993 94.5 Good Good Good Good - 6471
June 1991 94.6 Good Good Good Good - 6037

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 441 154 225 0 62
Substructure
Reinforced Concrete Abutment linear ft. 155 152 3 0 0
Bearings
Elastomeric Bearing each 28 28 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 62 62 0 0 0
BridgeReports.com | SR 33(LR 796) over SR 512(LR 752), Northampton County, Pennsylvania
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SR 33(LR 796) over SR 512(LR 752)

Map

Coordinates:
+40.83329, -75.29937
40°49'60" N, 75°17'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33(LR 796) over SR 512(LR 752)
Structure number: 000000000028517
Old structure number: 480033024014200 (from 1992 edition)
Location: PA512 INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 85.0 ft. [25.9 m]
Total length: 85.0 ft. [25.9 m]
Roadway width between curbs: 102.0 ft. [31.1 m]
Deck width edge-to-edge: 108.9 ft. [33.2 m]
Vertical clearance below bridge: 16.1 ft. [4.9 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1959
Year reconstructed: 2015
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 32,384 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Excellent [9 out of 9]
Superstructure condition: Excellent [9 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 75.8 tons [68.9 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 85.0
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 85.0 Good Excellent Excellent Good - 32384
November 2013 62.6 Fair Satisfactory Satisfactory Fair FO 32384
November 2011 61.5 Fair Satisfactory Satisfactory Fair FO 16264
November 2009 60.3 Fair Fair Satisfactory Fair FO 17223
November 2007 59.8 Fair Fair Satisfactory Fair FO 32100
November 2005 61.5 Fair Fair Good Fair - 30131
February 2004 62.5 Fair Fair Good Fair - 31458
February 2002 64.5 Fair Satisfactory Good Fair - 30690
April 2000 64.5 Fair Satisfactory Good Fair - 24914
April 1998 64.5 Fair Satisfactory Good Fair - 23753
May 1996 64.5 Fair Satisfactory Good Fair - 17214
June 1994 69.0 Fair Satisfactory Good Fair FO 15594
September 1992 69.0 Fair Satisfactory Good Fair FO 15594
December 1990 69.1 Fair Satisfactory Good Fair FO 15472

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 2,132 2,127 4 1 0
Deck
Reinforced Concrete Deck sq. ft. 9,464 9,369 95 0 0
Wearing Surfaces sq. ft. 9,191 9,099 92 0 0
Substructure
Reinforced Concrete Abutment linear ft. 262 230 14 18 0
Joints
Compression Joint linear ft. 124 62 62 0 0
Assembly without Seal Joint linear ft. 124 124 0 0 0
Bearings
Elastomeric Bearing each 52 52 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 192 186 6 0 0
BridgeReports.com | GUM ROAD over LITTLE BUSHKILL CREEK, Northampton County, Pennsylvania
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GUM ROAD over LITTLE BUSHKILL CREEK

Map

Coordinates:
+40.83094, -75.26767
40°49'51" N, 75°16'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: GUM ROAD over LITTLE BUSHKILL CREEK
Structure number: 000000000028869
Old structure number: 487213064692290 (from 1992 edition)
Location: NORTH OF RASLEYTOWN
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 26.9 ft. [8.2 m]
Roadway width between curbs: 22.6 ft. [6.9 m]
Deck width edge-to-edge: 24.9 ft. [7.6 m]
Skew angle: 15°
Owner: County Highway Agency [02]
Year built: 1960
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 78.9 tons [71.7 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 97.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 97.0 Fair Satisfactory Satisfactory Satisfactory - 100
December 2013 97.0 Fair Satisfactory Satisfactory Satisfactory - 100
December 2011 97.0 Fair Satisfactory Satisfactory Satisfactory - 100
December 2009 98.0 Fair Good Good Satisfactory - 100
March 2008 98.0 Fair Good Good Satisfactory - 100
September 2005 99.0 Fair Very Good Good Satisfactory - 100
October 2003 99.0 Good Very Good Very Good Good - 100
October 2001 99.0 Good Very Good Very Good Good - 100
October 1999 99.0 Good Very Good Very Good Good - 100
November 1997 96.0 Good Very Good Very Good Good - 100
September 1996 96.0 Good Very Good Very Good Good - 100
November 1994 96.0 Good Very Good Very Good Good - 100
February 1993 96.0 Good Very Good Very Good Good - 100
January 1992 96.0 Good Very Good Very Good Good - 100
January 1990 96.0 Good Very Good Very Good Good - 100
BridgeReports.com | RENTZHEIMER DR over SILVER CREEK, Northampton County, Pennsylvania
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RENTZHEIMER DR over SILVER CREEK

Map

Coordinates:
+40.57926, -75.33712
40°34'45" N, 75°20'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: RENTZHEIMER DR over SILVER CREEK
Structure number: 000000000028929
Old structure number: 487407000000050 (from 1992 edition)
Location: SOUTH OF NEW YORK AVE
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 24.0 ft. [7.3 m]
Roadway width between curbs: 34.1 ft. [10.4 m]
Deck width edge-to-edge: 50.2 ft. [15.3 m]
Owner: City or Municipal Highway Agency [04]
Year built: 1960
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 2,300 [as of 2009]
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 85.8 tons [78.0 metric tons]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 83.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 83.9 Fair Fair Fair Satisfactory - 2300
September 2013 83.9 Fair Fair Fair Satisfactory - 2300
September 2011 83.9 Fair Fair Fair Satisfactory - 2300
September 2009 83.9 Fair Fair Fair Satisfactory - 2300
September 2007 83.9 Fair Fair Fair Satisfactory - 2300
September 2005 83.8 Fair Fair Fair Satisfactory - 2300
September 2003 83.8 Fair Fair Fair Satisfactory - 2300
September 2001 84.7 Fair Fair Fair Satisfactory - 2300
September 1999 95.8 Fair Satisfactory Satisfactory Satisfactory - 2300
September 1997 98.8 Fair Good Good Satisfactory - 2300
October 1995 98.8 Fair Good Good Satisfactory - 2300
November 1993 98.8 Fair Good Good Satisfactory - 2300
November 1991 98.8 Fair Very Good Very Good Satisfactory - 2300
BridgeReports.com | SR 1033 (LR 48075) over BRANCH OF MARTINS CREEK, Northampton County, Pennsylvania
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SR 1033 (LR 48075) over BRANCH OF MARTINS CREEK

Map

Coordinates:
+40.89100, -75.20704
40°53'28" N, 75°12'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1033 (LR 48075) over BRANCH OF MARTINS CREEK
Structure number: 000000000028699
Old structure number: 481033005000000 (from 1992 edition)
Location: NORTH OF BANGOR
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 22.0 ft. [6.7 m]
Total length: 24.0 ft. [7.3 m]
Roadway width between curbs: 23.3 ft. [7.1 m]
Deck width edge-to-edge: 25.3 ft. [7.7 m]
Skew angle: 20°
Owner: State Highway Agency [01]
Year built: 1960
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Open Grating [3]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 933 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 31.9 tons [29.0 metric tons]
Sufficiency rating: 65.6
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $35,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2016 65.6 Fair Fair Fair Satisfactory - 933
January 2014 65.6 Fair Fair Fair Satisfactory - 929
February 2012 68.7 Fair Satisfactory Fair Satisfactory - 925
February 2010 66.5 Fair Satisfactory Fair Satisfactory FO 1261
February 2008 66.6 Fair Satisfactory Fair Satisfactory FO 1246
February 2006 77.7 Fair Satisfactory Satisfactory Satisfactory FO 1135
February 2004 77.7 Fair Satisfactory Satisfactory Satisfactory FO 1090
February 2002 76.7 Fair Fair Satisfactory Good FO 1069
April 2000 77.7 Fair Satisfactory Satisfactory Good FO 1146
May 1998 77.7 Fair Satisfactory Satisfactory Good FO 1124
May 1996 77.6 Fair Satisfactory Satisfactory Good FO 1299
June 1994 77.6 Good Good Good Good FO 1267
August 1992 79.9 Good Good Good Good - 261
November 1990 84.4 Fair Good Satisfactory Good - 250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 216 216 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 76 56 20 0 0
Deck
Open Grid Deck sq. ft. 562 562 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bearings
Enclosed/Concealed Bearing each 18 18 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 62 62 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | SR 3007 (LR 48011) over NANCY RUN, Northampton County, Pennsylvania
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SR 3007 (LR 48011) over NANCY RUN

Map

Coordinates:
+40.65174, -75.33292
40°39'06" N, 75°19'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3007 (LR 48011) over NANCY RUN
Structure number: 000000000028760
Location: WILLOW PARK ROAD
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 61.0 ft. [18.6 m]
Total length: 64.0 ft. [19.5 m]
Roadway width between curbs: 38.1 ft. [11.6 m]
Deck width edge-to-edge: 46.6 ft. [14.2 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1960
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Other [9]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 5,527 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Serious [3 out of 9]
Superstructure condition: Serious [3 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 60.8 tons [55.3 metric tons]
Inventory rating: 27.9 tons [25.4 metric tons]
Sufficiency rating: 34.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 34.4 Poor Serious Serious Good SD 5527
January 2013 54.4 Poor Poor Poor Good SD 5559
BridgeReports.com | MALE STREET over TRIB.TO BUSHKILL CREEK., Northampton County, Pennsylvania
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MALE STREET over TRIB.TO BUSHKILL CREEK.

Map

Coordinates:
+40.83816, -75.29795
40°50'17" N, 75°17'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MALE STREET over TRIB.TO BUSHKILL CREEK.
Structure number: 000000000028940
Old structure number: 487419000000010 (from 1992 edition)
Location: MALE ST. IN WIND GAP
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 34.1 ft. [10.4 m]
Total length: 35.1 ft. [10.7 m]
Roadway width between curbs: 40.4 ft. [12.3 m]
Deck width edge-to-edge: 43.6 ft. [13.3 m]
Owner: City or Municipal Highway Agency [04]
Year built: 1960
Year reconstructed: 1994
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Other [9]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 1,384 [as of 1994]
Truck traffic: 9% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 50.9 tons [46.3 metric tons]
Inventory rating: 16.9 tons [15.4 metric tons]
Sufficiency rating: 37.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 37.0 Poor Satisfactory Poor Satisfactory SD 1384
April 2014 42.4 Fair Satisfactory Fair Satisfactory FO 1384
April 2013 27.0 Poor Satisfactory Serious Satisfactory SD 1384
April 2012 27.0 Poor Satisfactory Serious Satisfactory SD 1384
April 2010 27.0 Poor Good Serious Satisfactory SD 1384
April 2008 27.0 Poor Good Serious Satisfactory SD 1384
January 2006 84.2 Fair Good Satisfactory Satisfactory - 1384
January 2004 84.2 Fair Good Satisfactory Satisfactory - 1384
January 2002 86.8 Fair Very Good Satisfactory Satisfactory - 1384
January 2000 86.8 Fair Very Good Satisfactory Satisfactory - 1384
January 1998 86.8 Fair Very Good Satisfactory Satisfactory - 1384
March 1996 93.0 Fair Satisfactory Satisfactory Good - 1384
March 1994 93.0 Fair Satisfactory Satisfactory Good - 1384
BridgeReports.com | SR 248 (LR 175) over TRIB.TO SHOENECK CREEK, Northampton County, Pennsylvania
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SR 248 (LR 175) over TRIB.TO SHOENECK CREEK

Map

Coordinates:
+40.71213, -75.28244
40°42'44" N, 75°16'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 248 (LR 175) over TRIB.TO SHOENECK CREEK
Structure number: 000000000028587
Old structure number: 480248044012640 (from 1992 edition)
Location: 0.5 MI.E.OF PA33
Purpose: Carries highway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 27.9 ft. [8.5 m]
Roadway width between curbs: 81.4 ft. [24.8 m]
Deck width edge-to-edge: 86.0 ft. [26.2 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1960
Year reconstructed: 1995
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Tee beam [04]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 14,360 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 81.8 tons [74.4 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 84.1
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 84.1 Fair Good Good Fair - 14360
November 2013 95.9 Fair Good Good Satisfactory - 13226
December 2011 96.3 Fair Good Good Satisfactory - 7205
December 2009 98.3 Good Good Good Good - 7071
December 2007 96.7 Good Good Good Good - 13952
December 2005 96.4 Good Good Good Good - 15412
December 2003 96.5 Good Good Good Good - 15140
December 2001 96.5 Good Good Good Good - 14766
February 2000 95.4 Good Good Good Good - 19447
February 1998 97.3 Good Good Good Good - 11621
March 1996 97.3 Good Good Good Good - 11371

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 255 255 0 0 0
Reinforced Concrete Girder/Beam linear ft. 230 200 30 0 0
Deck
Reinforced Concrete Deck sq. ft. 2,405 2,381 24 0 0
Wearing Surfaces sq. ft. 2,276 2,253 23 0 0
Substructure
Reinforced Concrete Abutment linear ft. 204 193 11 0 0
Joints
Pourable Joint linear ft. 204 204 0 0 0
Bearings
Elastomeric Bearing each 20 20 0 0 0
Enclosed/Concealed Bearing each 18 18 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 48 48 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | SR 4005 (LR 48052) over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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SR 4005 (LR 48052) over HOKENDAUQUA CREEK

Map

Coordinates:
+40.77306, -75.46085
40°46'23" N, 75°27'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4005 (LR 48052) over HOKENDAUQUA CREEK
Structure number: 000000000028779
Old structure number: 484005005005320 (from 1992 edition)
Location: N.HOKENDAUQUA ROAD
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 51.8 ft. [15.8 m]
Total length: 53.2 ft. [16.2 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 33.5 ft. [10.2 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1960
Year reconstructed: 2010
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 220 [as of 2016]
Truck traffic: 11% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 70.8 tons [64.4 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 88.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
February 2016 88.9 Fair Good Fair Good - 220
March 2014 88.9 Fair Good Fair Good - 219
April 2012 88.9 Fair Good Fair Good - 228
April 2010 66.8 Poor Poor Poor Satisfactory SD 228
April 2008 66.8 Poor Poor Poor Satisfactory SD 228
March 2006 96.9 Fair Satisfactory Satisfactory Satisfactory - 174
March 2004 96.9 Fair Satisfactory Satisfactory Satisfactory - 170
April 2002 96.8 Fair Satisfactory Satisfactory Satisfactory - 417
May 2000 96.8 Fair Satisfactory Satisfactory Satisfactory - 408
June 1998 96.8 Fair Satisfactory Satisfactory Satisfactory - 399
June 1996 96.8 Good Good Good Good - 371
July 1994 96.8 Good Good Good Good - 353
September 1992 96.8 Good Good Good Good - 345
December 1990 96.9 Good Good Good Good - 332

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 578 558 20 0 0
Deck
Reinforced Concrete Deck sq. ft. 1,776 0 1,776 0 0
Substructure
Reinforced Concrete Abutment linear ft. 83 77 6 0 0
Bearings
Elastomeric Bearing each 22 22 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 106 106 0 0 0
BridgeReports.com | PA 191 (LR 48035) over TRIB.TO MARTINS CREEK, Northampton County, Pennsylvania
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PA 191 (LR 48035) over TRIB.TO MARTINS CREEK

Map

Coordinates:
+40.88411, -75.21439
40°53'03" N, 75°12'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 191 (LR 48035) over TRIB.TO MARTINS CREEK
Structure number: 000000000028569
Old structure number: 480191041020000 (from 1992 edition)
Location: 200FT NORTH OF BANGOR
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 24.9 ft. [7.6 m]
Roadway width between curbs: 43.0 ft. [13.1 m]
Deck width edge-to-edge: 48.6 ft. [14.8 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1961
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 3,242 [as of 2014]
Truck traffic: 3% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 54.9 tons [49.9 metric tons]
Inventory rating: 32.9 tons [29.9 metric tons]
Sufficiency rating: 98.4
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $117,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2016 98.4 Fair Satisfactory Satisfactory Satisfactory - 3242
January 2014 98.6 Fair Satisfactory Satisfactory Satisfactory - 3242
February 2012 96.7 Fair Satisfactory Satisfactory Satisfactory - 4618
February 2010 97.8 Fair Satisfactory Satisfactory Satisfactory - 3434
February 2008 97.8 Fair Satisfactory Satisfactory Satisfactory - 3388
February 2006 97.4 Fair Satisfactory Satisfactory Satisfactory - 3814
February 2004 97.4 Fair Satisfactory Satisfactory Satisfactory - 3747
February 2002 97.4 Good Good Good Good - 3460
April 2000 97.4 Fair Satisfactory Satisfactory Good - 3460
April 1998 97.3 Good Good Good Good - 4520
May 1996 96.9 Good Good Good Good - 7238
June 1994 98.3 Good Good Good Very Good - 3458
August 1992 98.3 Good Good Good Very Good - 3541
November 1990 98.3 Good Very Good Very Good Very Good - 3445

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Abutment linear ft. 146 136 10 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 52 52 0 0 0
Deck
Reinforced Concrete Slab sq. ft. 1,287 0 1,287 0 0
BridgeReports.com | SR 1012 (LR 48087) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 1012 (LR 48087) over BUSHKILL CREEK

Map

Coordinates:
+40.78252, -75.29253
40°46'57" N, 75°17'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1012 (LR 48087) over BUSHKILL CREEK
Structure number: 000000000028666
Old structure number: 481012002010040 (from 1992 edition)
Location: @ JACOBSBURG ENV.CENTER
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 81.0 ft. [24.7 m]
Total length: 84.0 ft. [25.6 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 37.4 ft. [11.4 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1961
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 1,445 [as of 2016]
Truck traffic: 4% of total traffic
Deck condition: Poor [4 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 80.9 tons [73.5 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 81.8
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $578,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 81.8 Poor Poor Fair Fair SD 1445
April 2014 81.8 Poor Poor Fair Fair SD 1443
April 2012 81.7 Poor Poor Satisfactory Fair SD 1715
April 2010 81.7 Poor Poor Satisfactory Fair SD 1683
April 2008 81.7 Poor Poor Satisfactory Fair SD 1660
March 2006 92.7 Poor Poor Satisfactory Satisfactory SD 1734
March 2005 92.8 Poor Poor Satisfactory Satisfactory SD 1678
April 2003 90.8 Poor Serious Satisfactory Satisfactory SD 1678
April 2002 90.8 Poor Serious Satisfactory Satisfactory SD 1337
April 2001 90.8 Poor Serious Satisfactory Satisfactory SD 1321
April 2000 79.8 Poor Serious Satisfactory Fair SD 1308
April 1999 79.8 Poor Serious Fair Satisfactory SD 1280
April 1998 79.8 Poor Serious Fair Satisfactory SD 1249
April 1997 90.8 Poor Serious Satisfactory Satisfactory SD 1220
May 1996 90.8 Poor Serious Satisfactory Satisfactory SD 1191
December 1995 90.8 Poor Serious Satisfactory Satisfactory SD 1162
January 1995 92.8 Poor Poor Good Satisfactory SD 1133
January 1994 92.8 Poor Poor Good Satisfactory SD 1106
April 1992 92.8 Poor Poor Good Satisfactory SD 1106
July 1990 92.8 Poor Poor Good Satisfactory SD 1061

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 498 312 185 1 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 3,272 2,716 556 0 0
Wearing Surfaces sq. ft. 2,792 2,652 140 0 0
Substructure
Reinforced Concrete Abutment linear ft. 85 60 20 5 0
Joints
Assembly without Seal Joint linear ft. 64 64 0 0 0
Bearings
Movable Bearing each 6 0 6 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 6 0 6 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 168 118 50 0 0
BridgeReports.com | SR 4007 (LR 48055) over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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SR 4007 (LR 48055) over HOKENDAUQUA CREEK

Map

Coordinates:
+40.78252, -75.45612
40°46'57" N, 75°27'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4007 (LR 48055) over HOKENDAUQUA CREEK
Structure number: 000000000028782
Old structure number: 484007002006180 (from 1992 edition)
Location: S.HOCH ROAD
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 42.0 ft. [12.8 m]
Total length: 43.0 ft. [13.1 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 33.5 ft. [10.2 m]
Owner: State Highway Agency [01]
Year built: 1961
Year reconstructed: 2012
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 181 [as of 2016]
Truck traffic: 1% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 65.9 tons [59.9 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 100.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 100.0 Good Very Good Very Good Good - 181
October 2014 100.0 Good Very Good Very Good Good - 151
November 2012 100.0 Good Very Good Very Good Good - 150
September 2011 54.9 Poor Satisfactory Serious Good SD 150
September 2009 71.9 Poor Satisfactory Poor Good SD 168
September 2007 72.9 Poor Satisfactory Poor Good SD 165
September 2005 100.0 Fair Satisfactory Satisfactory Good - 106
January 2004 100.0 Fair Satisfactory Satisfactory Good - 101
February 2002 100.0 Fair Satisfactory Satisfactory Good - 99
April 2000 96.9 Fair Satisfactory Good Good - 401
April 1998 96.9 Fair Satisfactory Satisfactory Good - 392
May 1996 96.9 Good Good Good Very Good - 364
May 1994 96.9 Good Good Good Very Good - 346
July 1992 96.9 Good Good Good Very Good - 338
September 1990 97.9 Good Good Good Very Good - 324

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 332 332 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 1,435 1,435 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 78 78 0 0 0
Bearings
Elastomeric Bearing each 16 16 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 86 86 0 0 0
BridgeReports.com | SR 3003(LR 48001) over SAUCON CREEK, Northampton County, Pennsylvania
Share:

SR 3003(LR 48001) over SAUCON CREEK

Map

Coordinates:
+40.55965, -75.35690
40°33'35" N, 75°21'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3003(LR 48001) over SAUCON CREEK
Structure number: 000000000028751
Old structure number: 483003003000000 (from 1992 edition)
Location: BINGEN ROAD
Purpose: Carries highway over waterway
Route classification: Major Collector (Rural) [07]
Length of largest span: 91.9 ft. [28.0 m]
Total length: 97.1 ft. [29.6 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 33.5 ft. [10.2 m]
Owner: State Highway Agency [01]
Year built: 1962
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 2,369 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 86.8 tons [78.9 metric tons]
Inventory rating: 51.9 tons [47.2 metric tons]
Sufficiency rating: 88.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 88.5 Good Good Good Good - 2369
September 2014 88.6 Good Good Good Good - 2089
October 2012 88.6 Good Good Good Good - 2090
October 2010 88.6 Good Good Good Good - 2072
December 2008 87.7 Good Good Good Good - 2001
October 2006 87.7 Good Good Good Good - 1952
October 2004 87.8 Good Good Good Good - 1635
October 2002 87.8 Good Good Good Good - 1584
December 2000 87.9 Good Good Good Good - 1537
December 1998 86.5 Good Good Good Good - 2404
December 1996 86.5 Good Good Good Good - 2256
January 1995 86.6 Good Good Very Good Good - 2130
March 1993 86.6 Good Good Very Good Good - 2076
June 1991 87.7 Good Good Very Good Good - 1992

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 462 439 23 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 3,099 0 3,099 0 0
Substructure
Reinforced Concrete Abutment linear ft. 75 67 8 0 0
Joints
Compression Joint linear ft. 34 0 34 0 0
Assembly without Seal Joint linear ft. 34 34 0 0 0
Bearings
Movable Bearing each 5 3 2 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 5 0 5 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | SR 4003 (LR 48061) over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
Share:

SR 4003 (LR 48061) over HOKENDAUQUA CREEK

Map

Coordinates:
+40.72639, -75.49343
40°43'35" N, 75°29'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4003 (LR 48061) over HOKENDAUQUA CREEK
Structure number: 000000000028774
Old structure number: 484003007010730 (from 1992 edition)
Location: KREIDERSVILLE ROAD
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 59.1 ft. [18.0 m]
Total length: 60.0 ft. [18.3 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 33.5 ft. [10.2 m]
Skew angle: 10°
Owner: State Highway Agency [01]
Year built: 1962
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 3,201 [as of 2015]
Truck traffic: 6% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 66.9 tons [60.8 metric tons]
Inventory rating: 39.9 tons [36.3 metric tons]
Sufficiency rating: 81.5
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 81.5 Fair Satisfactory Good Satisfactory - 3201
January 2013 81.5 Fair Satisfactory Good Satisfactory - 3220
January 2011 81.4 Fair Satisfactory Good Satisfactory - 3377
January 2009 81.4 Fair Satisfactory Good Satisfactory - 3332
January 2007 81.3 Fair Satisfactory Good Satisfactory - 3558
January 2005 81.4 Fair Satisfactory Good Satisfactory - 3443
February 2003 81.2 Fair Satisfactory Good Satisfactory - 3810
March 2001 81.3 Fair Satisfactory Good Good - 3728
March 1999 81.3 Fair Satisfactory Good Good - 3648
April 1997 81.4 Fair Satisfactory Good Good - 3476
May 1995 81.4 Fair Satisfactory Very Good Very Good - 3312
BridgeReports.com | PA 248 (LR 175) over BR. MONOCACY CR., Northampton County, Pennsylvania
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PA 248 (LR 175) over BR. MONOCACY CR.

Map

Coordinates:
+40.72982, -75.37656
40°43'47" N, 75°22'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 248 (LR 175) over BR. MONOCACY CR.
Structure number: 000000000028584
Old structure number: 480248036004690 (from 1992 edition)
Location: NEAR JCT.PA946
Purpose: Carries highway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 24.9 ft. [7.6 m]
Total length: 26.9 ft. [8.2 m]
Roadway width between curbs: 38.1 ft. [11.6 m]
Deck width edge-to-edge: 43.6 ft. [13.3 m]
Owner: State Highway Agency [01]
Year built: 1963
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 10,636 [as of 2016]
Truck traffic: 8% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 56.9 tons [51.7 metric tons]
Inventory rating: 33.9 tons [30.8 metric tons]
Sufficiency rating: 93.8

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2016 93.8 Good Good Good Good - 10636
February 2014 95.8 Good Good Good Good - 10635
March 2012 95.2 Good Good Good Good - 9019
March 2010 95.0 Good Good Good Good - 9712
April 2008 95.0 Fair Satisfactory Satisfactory Good - 9582
July 2006 94.1 Good Good Good Good - 8509
March 2004 93.9 Good Good Good Good - 9378
March 2002 94.3 Good Good Good Good - 6060
April 2000 96.4 Good Very Good Very Good Good - 6000
April 1998 96.4 Good Very Good Very Good Good - 12300
May 1996 98.4 Good Very Good Very Good Good - 4328
June 1994 98.4 Good Very Good Very Good Very Good - 4115
September 1992 98.4 Good Very Good Very Good Very Good - 4019
December 1990 98.4 Good Very Good Very Good Very Good - 3856

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Abutment linear ft. 93 89 4 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 54 54 0 0 0
Deck
Reinforced Concrete Slab sq. ft. 1,500 1,500 0 0 0
Wearing Surfaces sq. ft. 1,026 1,026 0 0 0
BridgeReports.com | EVERGREEN ROAD over EAST BR. BERTSCH CREEK, Northampton County, Pennsylvania
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EVERGREEN ROAD over EAST BR. BERTSCH CREEK

Map

Coordinates:
+40.76145, -75.55695
40°45'41" N, 75°33'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: EVERGREEN ROAD over EAST BR. BERTSCH CREEK
Structure number: 000000000028829
Old structure number: 487207053291570 (from 1992 edition)
Location: AT PA 248 & SR 4020
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 21.0 ft. [6.4 m]
Total length: 23.0 ft. [7.0 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 27.9 ft. [8.5 m]
Skew angle:
Owner: County Highway Agency [02]
Year built: 1964
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 350 [as of 2015]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 29.9 tons [27.2 metric tons]
Sufficiency rating: 77.6

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
February 2016 77.6 Good Good Good Good - 350
March 2014 77.6 Good Good Good Good - 350
April 2012 77.4 Good Good Good Good - 350
April 2010 77.6 Good Good Good Good - 300
May 2008 80.6 Good Good Good Good - 300
October 2005 80.4 Good Good Good Good - 300
October 2003 62.2 Good Good Good Good - 300
October 2001 62.2 Good Good Good Good - 300
October 1999 62.2 Good Good Good Good - 300
October 1997 65.7 Good Good Good Good - 300
October 1996 65.7 Good Good Good Good - 300
October 1994 64.2 Good Good Good Good - 300
December 1992 61.2 Good Good Good Good - 300
November 1991 61.2 Good Good Good Good - 300
December 1989 62.2 Good Good Good Good - 300
BridgeReports.com | SR 2004(LR 48094) over SILVER CREEK, Northampton County, Pennsylvania
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SR 2004(LR 48094) over SILVER CREEK

Map

Coordinates:
+40.57858, -75.32281
40°34'43" N, 75°19'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2004(LR 48094) over SILVER CREEK
Structure number: 000000000028708
Old structure number: 482004002000000 (from 1992 edition)
Location: RESERVOIR RD.-HELLERTOWN
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 24.0 ft. [7.3 m]
Roadway width between curbs: 26.6 ft. [8.1 m]
Deck width edge-to-edge: 35.4 ft. [10.8 m]
Owner: State Highway Agency [01]
Year built: 1964
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,138 [as of 2016]
Truck traffic: 9% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 76.9 tons [69.9 metric tons]
Inventory rating: 45.9 tons [41.7 metric tons]
Sufficiency rating: 76.6

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 76.6 Fair Good Good Fair - 1138
July 2014 83.9 Fair Good Good Fair - 1132
August 2012 80.8 Fair Good Good Fair - 1357
August 2010 91.9 Good Good Good Good - 1356
August 2008 91.9 Good Good Good Good - 1340
August 2006 91.7 Fair Satisfactory Good Good - 1900
August 2004 91.7 Fair Satisfactory Good Good - 1808
September 2002 91.7 Fair Satisfactory Good Good - 1781
October 2000 91.8 Fair Satisfactory Good Good - 1593
November 1998 91.8 Fair Satisfactory Good Very Good - 1559
December 1996 93.0 Good Good Good Good - 994
January 1995 93.0 Good Good Good Good - 945
March 1993 93.0 Good Good Very Good Very Good - 923
June 1991 93.0 Good Good Very Good Very Good - 885

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Abutment linear ft. 75 75 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 48 48 0 0 0
Deck
Reinforced Concrete Slab sq. ft. 852 843 9 0 0
Wearing Surfaces sq. ft. 852 852 0 0 0
BridgeReports.com | TOWNSHIP LINE ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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TOWNSHIP LINE ROAD over MONOCACY CREEK

Map

Coordinates:
+40.69376, -75.37654
40°41'38" N, 75°22'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: TOWNSHIP LINE ROAD over MONOCACY CREEK
Structure number: 000000000028848
Old structure number: 487209043491120 (from 1992 edition)
Location: 1.5 M. EAST OF PA 512
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 48.9 ft. [14.9 m]
Total length: 50.9 ft. [15.5 m]
Roadway width between curbs: 22.3 ft. [6.8 m]
Deck width edge-to-edge: 27.6 ft. [8.4 m]
Owner: County Highway Agency [02]
Year built: 1964
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 18 / H 20 [4]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 300 [as of 2010]
Deck condition: Very Good [8 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 97.8 tons [88.9 metric tons]
Inventory rating: 28.9 tons [26.3 metric tons]
Sufficiency rating: 77.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 77.5 Good Very Good Good Good - 300
May 2014 77.5 Fair Satisfactory Good Good - 300
May 2012 77.1 Fair Satisfactory Good Good - 300
May 2010 75.0 Fair Satisfactory Good Good - 300
June 2008 78.0 Fair Satisfactory Good Good - 300
November 2005 77.8 Fair Satisfactory Good Good - 300
November 2003 77.8 Fair Satisfactory Good Good - 300
November 2001 77.8 Fair Satisfactory Good Good - 300
November 1999 77.8 Fair Satisfactory Good Good - 300
November 1997 77.8 Fair Satisfactory Good Good - 300
November 1996 64.1 Fair Satisfactory Good Good - 300
December 1995 64.1 Fair Satisfactory Good Good - 300
December 1993 64.1 Fair Satisfactory Good Good - 300
January 1992 61.1 Fair Satisfactory Good Good - 300
January 1990 62.1 Fair Satisfactory Good Good - 300
BridgeReports.com | MAIN STREET over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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MAIN STREET over HOKENDAUQUA CREEK

Map

Coordinates:
+40.67927, -75.48909
40°40'45" N, 75°29'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MAIN STREET over HOKENDAUQUA CREEK
Structure number: 000000000028931
Old structure number: 487409000091250 (from 1992 edition)
Location: 1.5 M. SOUTH OF PA 329
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 66.9 ft. [20.4 m]
Total length: 68.9 ft. [21.0 m]
Roadway width between curbs: 34.5 ft. [10.5 m]
Deck width edge-to-edge: 51.2 ft. [15.6 m]
Skew angle: 25°
Owner: County Highway Agency [02]
Year built: 1965
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 18 / H 20 [4]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,000 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating: 82.8 tons [75.3 metric tons]
Sufficiency rating: 81.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 81.9 Fair Satisfactory Fair Satisfactory - 1000
April 2014 81.9 Fair Satisfactory Fair Satisfactory - 1000
April 2012 93.0 Fair Satisfactory Satisfactory Satisfactory - 1000
April 2010 92.0 Fair Satisfactory Good Good - 1000
May 2008 92.0 Fair Satisfactory Good Good - 1000
November 2005 91.9 Good Good Good Good - 1000
November 2003 91.9 Good Good Good Good - 1000
November 2001 91.9 Good Good Good Good - 1000
November 1999 91.9 Good Good Good Good - 1000
November 1997 73.1 Good Good Good Good - 1000
October 1996 73.1 Good Good Good Good - 1000
October 1994 73.1 Good Good Good Good - 1000
December 1992 73.1 Good Good Good Good - 1000
November 1991 73.1 Good Good Good Good - 1000
December 1989 75.1 Good Good Good Good - 1000
BridgeReports.com | MT. PLEASANT ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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MT. PLEASANT ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.82618, -75.17558
40°49'34" N, 75°10'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MT. PLEASANT ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028895
Old structure number: 487216067892030 (from 1992 edition)
Location: E. OF MARTINS CK. STATION
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 33.1 ft. [10.1 m]
Total length: 35.1 ft. [10.7 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 27.6 ft. [8.4 m]
Skew angle: 45°
Owner: County Highway Agency [02]
Year built: 1965
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 62.9 tons [57.2 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 87.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 87.0 Fair Satisfactory Satisfactory Satisfactory - 150
December 2013 87.0 Fair Satisfactory Satisfactory Satisfactory - 150
December 2011 87.0 Fair Satisfactory Satisfactory Good - 150
December 2009 87.0 Fair Satisfactory Good Good - 150
February 2008 87.0 Fair Satisfactory Good Good - 150
August 2005 89.0 Fair Satisfactory Good Good - 150
September 2003 84.0 Fair Satisfactory Good Good - 150
October 2001 84.0 Fair Satisfactory Good Good - 150
October 1999 84.0 Fair Satisfactory Good Good - 150
October 1997 84.0 Fair Satisfactory Good Good - 150
September 1996 84.0 Fair Satisfactory Good Good - 150
October 1994 83.0 Fair Satisfactory Good Good - 150
December 1992 83.0 Fair Satisfactory Good Good - 150
November 1991 83.0 Fair Satisfactory Good Good - 150
January 1990 81.0 Fair Satisfactory Good Good - 150
BridgeReports.com | KNITTERS HILL ROAD over LITTLE BUSHKILL CREEK, Northampton County, Pennsylvania
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KNITTERS HILL ROAD over LITTLE BUSHKILL CREEK

Map

Coordinates:
+40.82613, -75.26780
40°49'34" N, 75°16'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: KNITTERS HILL ROAD over LITTLE BUSHKILL CREEK
Structure number: 000000000028866
Old structure number: 487213063390810 (from 1992 edition)
Location: NORTH OF RASLEYTOWN
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 35.1 ft. [10.7 m]
Total length: 36.1 ft. [11.0 m]
Roadway width between curbs: 28.9 ft. [8.8 m]
Deck width edge-to-edge: 34.1 ft. [10.4 m]
Owner: County Highway Agency [02]
Year built: 1966
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 18 / H 20 [4]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 400 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 79.9 tons [72.6 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 98.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 98.0 Good Good Good Good - 400
March 2014 99.0 Good Good Good Good - 400
March 2012 98.0 Good Good Good Good - 400
March 2010 96.9 Good Good Good Good - 300
March 2008 96.9 Good Good Good Good - 300
September 2005 99.9 Good Very Good Very Good Good - 300
October 2003 99.9 Good Very Good Very Good Good - 300
October 2001 99.9 Good Very Good Very Good Good - 300
November 1999 99.9 Good Very Good Very Good Good - 300
November 1997 99.9 Good Very Good Very Good Good - 300
September 1996 81.1 Good Very Good Very Good Good - 300
November 1994 81.1 Good Very Good Very Good Good - 300
February 1993 81.1 Fair Very Good Very Good Satisfactory - 300
January 1992 81.1 Fair Very Good Very Good Satisfactory - 300
January 1990 79.1 Fair Very Good Very Good Satisfactory - 300
BridgeReports.com | TANGLEWOOD ROAD over CATASAUQUA CREEK, Northampton County, Pennsylvania
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TANGLEWOOD ROAD over CATASAUQUA CREEK

Map

Coordinates:
+40.70466, -75.44855
40°42'17" N, 75°26'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: TANGLEWOOD ROAD over CATASAUQUA CREEK
Structure number: 000000000028819
Old structure number: 487204048291210 (from 1992 edition)
Location: .5 M. NORTH OF PA 329
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 59.1 ft. [18.0 m]
Total length: 64.0 ft. [19.5 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 33.5 ft. [10.2 m]
Skew angle: 35°
Owner: County Highway Agency [02]
Year built: 1966
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 81.8 tons [74.4 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 97.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 97.9 Fair Good Satisfactory Good - 200
April 2014 97.9 Fair Good Satisfactory Good - 200
April 2012 97.4 Fair Good Satisfactory Good - 200
April 2010 98.3 Good Good Good Good - 200
May 2008 98.3 Good Good Good Good - 200
October 2005 99.9 Good Good Good Good - 200
October 2003 99.2 Good Good Good Good - 200
October 2001 99.2 Good Good Good Good - 200
October 1999 99.2 Good Good Good Good - 200
October 1997 99.2 Good Good Good Good - 200
November 1996 99.9 Good Good Good Good - 200
November 1994 99.9 Good Good Good Good - 200
January 1993 99.9 Good Good Good Good - 200
November 1991 99.9 Good Good Good Good - 200
December 1989 97.9 Good Good Good Good - 200
BridgeReports.com | VALLEY ROAD over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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VALLEY ROAD over HOKENDAUQUA CREEK

Map

Coordinates:
+40.73247, -75.48836
40°43'57" N, 75°29'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: VALLEY ROAD over HOKENDAUQUA CREEK
Structure number: 000000000028805
Old structure number: 487201047291330 (from 1992 edition)
Location: 0.2 MILES EAST OF SR 4003
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 49.9 ft. [15.2 m]
Total length: 51.8 ft. [15.8 m]
Roadway width between curbs: 28.9 ft. [8.8 m]
Deck width edge-to-edge: 34.1 ft. [10.4 m]
Owner: County Highway Agency [02]
Year built: 1966
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 75.8 tons [68.9 metric tons]
Inventory rating: 33.9 tons [30.8 metric tons]
Sufficiency rating: 99.3

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 99.3 Fair Good Satisfactory Good - 200
May 2014 36.0 Poor Satisfactory Serious Good SD 200
May 2013 36.0 Poor Satisfactory Serious Good SD 200
May 2012 36.0 Poor Satisfactory Serious Good SD 200
May 2010 93.7 Fair Satisfactory Satisfactory Good - 200
June 2008 93.7 Fair Good Satisfactory Good - 200
October 2005 93.5 Good Good Good Good - 200
October 2003 94.2 Good Good Good Good - 200
October 2001 94.2 Good Good Good Good - 200
October 1999 94.2 Good Good Good Good - 200
October 1997 76.2 Fair Satisfactory Good Good - 200
November 1996 76.2 Fair Satisfactory Good Good - 200
November 1994 76.2 Fair Satisfactory Good Good - 200
January 1993 73.2 Fair Satisfactory Good Good - 200
November 1991 73.2 Fair Satisfactory Good Good - 200
December 1989 74.2 Fair Satisfactory Good Good - 200
BridgeReports.com | FIRE LANE ROAD over SAUCON CREEK, Northampton County, Pennsylvania
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FIRE LANE ROAD over SAUCON CREEK

Map

Coordinates:
+40.59676, -75.34510
40°35'48" N, 75°20'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: FIRE LANE ROAD over SAUCON CREEK
Structure number: 000000000028905
Old structure number: 487301000090200 (from 1992 edition)
Location: 0.2 MILE WEST OF PA 412
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 46.9 ft. [14.3 m]
Total length: 96.1 ft. [29.3 m]
Roadway width between curbs: 34.1 ft. [10.4 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Owner: County Highway Agency [02]
Year built: 1967
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 400 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 88.8 tons [80.7 metric tons]
Inventory rating: 52.9 tons [48.1 metric tons]
Sufficiency rating: 96.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 96.9 Good Good Good Good - 400
June 2014 96.9 Good Good Good Good - 400
June 2012 98.9 Good Good Good Good - 400
June 2010 98.0 Good Good Good Good - 200
June 2008 98.0 Good Good Good Good - 200
November 2005 99.0 Good Good Good Very Good - 200
November 2003 100.0 Good Good Good Very Good - 200
November 2001 100.0 Good Good Good Very Good - 200
December 1999 100.0 Good Good Good Very Good - 200
December 1997 100.0 Good Good Good Very Good - 200
October 1996 100.0 Good Good Good Very Good - 200
December 1995 100.0 Good Good Good Very Good - 200
December 1993 100.0 Good Good Good Very Good - 200
February 1992 98.0 Good Good Good Very Good - 200
January 1990 98.0 Good Good Good Very Good - 200
BridgeReports.com | LEHIGH STREET over MONOCACY CREEK, Northampton County, Pennsylvania
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LEHIGH STREET over MONOCACY CREEK

Map

Coordinates:
+40.61688, -75.38067
40°37'01" N, 75°22'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LEHIGH STREET over MONOCACY CREEK
Structure number: 000000000028907
Old structure number: 487301000090900 (from 1992 edition)
Location: 0.2 MILE EAST OF PA 378
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 81.0 ft. [24.7 m]
Total length: 83.0 ft. [25.3 m]
Roadway width between curbs: 47.9 ft. [14.6 m]
Deck width edge-to-edge: 61.0 ft. [18.6 m]
Skew angle: 13°
Owner: County Highway Agency [02]
Year built: 1967
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 4,000 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 61.8 tons [56.2 metric tons]
Sufficiency rating: 97.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 97.4 Fair Good Satisfactory Good - 4000
May 2014 94.4 Poor Poor Satisfactory Good SD 4000
May 2012 86.4 Fair Satisfactory Fair Good - 4000
May 2010 96.6 Fair Satisfactory Satisfactory Good - 3000
June 2008 96.6 Good Good Very Good Very Good - 3000
October 2005 96.6 Good Good Very Good Very Good - 3000
October 2003 96.6 Good Good Very Good Very Good - 3000
October 2001 96.6 Good Good Very Good Very Good - 3000
October 1999 97.6 Good Very Good Very Good Very Good - 3000
November 1997 96.6 Good Very Good Very Good Very Good - 3000
November 1996 97.6 Good Very Good Very Good Very Good - 3000
November 1994 97.6 Good Very Good Very Good Very Good - 3000
January 1993 97.6 Good Very Good Very Good Very Good - 3000
February 1992 97.6 Good Very Good Very Good Very Good - 3000
January 1990 99.6 Good Very Good Very Good Very Good - 3000
BridgeReports.com | SR 2006(LR 48006) over TRIB.TO SAUCON CREEK, Northampton County, Pennsylvania
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SR 2006(LR 48006) over TRIB.TO SAUCON CREEK

Map

Coordinates:
+40.60606, -75.28271
40°36'22" N, 75°16'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2006(LR 48006) over TRIB.TO SAUCON CREEK
Structure number: 000000000028712
Old structure number: 482006009031010 (from 1992 edition)
Location: EASTON RD.@ SR 2001
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 23.0 ft. [7.0 m]
Roadway width between curbs: 123.4 ft. [37.6 m]
Deck width edge-to-edge: 128.9 ft. [39.3 m]
Skew angle: 48°
Owner: State Highway Agency [01]
Year built: 1967
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 3,997 [as of 2016]
Truck traffic: 9% of total traffic
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition: Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 65.9 tons [59.9 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 94.6

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
October 2016 94.6 Fair 6 out of 10 - 3997
November 2014 94.5 Fair 6 out of 10 - 4043
December 2012 94.4 Good 7 out of 10 - 4145
December 2010 94.4 Good 7 out of 10 - 4109
December 2008 94.4 Good 7 out of 10 - 4121
December 2006 91.0 Good 7 out of 10 - 4426
December 2004 91.1 Good 7 out of 10 - 4361
February 2003 92.0 Good 7 out of 10 - 3704
March 2001 91.9 Good 7 out of 10 - 3726
April 1999 92.0 Good 7 out of 10 - 3653
May 1997 87.1 Good 7 out of 10 - 7270
June 1995 92.0 Good 7 out of 10 - 3705
BridgeReports.com | SANDT ROAD over WIND GAP CREEK, Northampton County, Pennsylvania
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SANDT ROAD over WIND GAP CREEK

Map

Coordinates:
+40.82104, -75.28557
40°49'16" N, 75°17'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SANDT ROAD over WIND GAP CREEK
Structure number: 000000000028868
Old structure number: 487213064692260 (from 1992 edition)
Location: 0.5 EAST OF SR 1005
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 48.9 ft. [14.9 m]
Total length: 50.9 ft. [15.5 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 36.1 ft. [11.0 m]
Skew angle: 10°
Owner: County Highway Agency [02]
Year built: 1968
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 250 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 96.8 tons [88.0 metric tons]
Inventory rating: 57.9 tons [52.6 metric tons]
Sufficiency rating: 98.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 98.9 Fair Satisfactory Satisfactory Good - 250
December 2013 98.9 Fair Satisfactory Satisfactory Satisfactory - 250
December 2011 98.9 Fair Satisfactory Satisfactory Satisfactory - 250
December 2009 99.9 Fair Satisfactory Good Good - 200
March 2008 99.9 Good Good Good Good - 200
September 2005 99.9 Good Good Good Good - 200
October 2003 99.9 Good Good Good Good - 200
October 2001 99.9 Good Good Good Good - 200
October 1999 99.9 Good Good Good Good - 200
November 1997 99.9 Good Good Good Good - 200
September 1996 99.9 Good Good Good Good - 200
November 1994 99.9 Good Good Good Good - 200
February 1993 99.9 Good Good Good Good - 200
January 1992 99.9 Good Good Good Good - 200
January 1990 99.9 Good Good Good Good - 200
BridgeReports.com | SR 2014 (LR 48010) over SAUCON CREEK, Northampton County, Pennsylvania
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SR 2014 (LR 48010) over SAUCON CREEK

Map

Coordinates:
+40.61867, -75.33457
40°37'07" N, 75°20'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2014 (LR 48010) over SAUCON CREEK
Structure number: 000000000028727
Old structure number: 482014003002850 (from 1992 edition)
Location: SHIMERSVILLE RD.
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 103.0 ft. [31.4 m]
Total length: 212.0 ft. [64.6 m]
Roadway width between curbs: 54.1 ft. [16.5 m]
Deck width edge-to-edge: 64.6 ft. [19.7 m]
Skew angle: 30°
Owner: State Highway Agency [01]
Year built: 1968
Year reconstructed: 2012
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 6,980 [as of 2014]
Truck traffic: 3% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 80.9 tons [73.5 metric tons]
Inventory rating: 47.9 tons [43.5 metric tons]
Sufficiency rating: 80.0
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $569,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 80.0 Fair Good Satisfactory Satisfactory - 6980
June 2014 80.0 Fair Good Satisfactory Satisfactory - 6980
June 2012 80.3 Fair Very Good Satisfactory Satisfactory - 4084
June 2010 64.8 Poor Poor Fair Satisfactory SD 4008
June 2008 64.8 Poor Poor Fair Satisfactory SD 4008
May 2006 64.4 Fair Fair Fair Satisfactory - 13822
May 2004 64.3 Fair Fair Fair Satisfactory - 13618

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,574 2,574 0 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 14,444 14,444 0 0 0
Wearing Surfaces sq. ft. 12,066 12,066 0 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 80 80 0 0 0
Reinforced Concrete Abutment linear ft. 230 210 20 0 0
Joints
Strip Seal Joint linear ft. 75 75 0 0 0
Assembly without Seal Joint linear ft. 150 149 1 0 0
Bearings
Elastomeric Bearing each 20 20 0 0 0
Movable Bearing each 7 7 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Fixed Bearing each 20 20 0 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 422 422 0 0 0
BridgeReports.com | LITTLE CREEK ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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LITTLE CREEK ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.81436, -75.18104
40°48'52" N, 75°10'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LITTLE CREEK ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028844
Old structure number: 487208068492110 (from 1992 edition)
Location: 3 M. NORTH OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 24.0 ft. [7.3 m]
Roadway width between curbs: 34.1 ft. [10.4 m]
Deck width edge-to-edge: 38.1 ft. [11.6 m]
Owner: County Highway Agency [02]
Year built: 1969
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 86.8 tons [78.9 metric tons]
Inventory rating: 51.9 tons [47.2 metric tons]
Sufficiency rating: 98.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 98.0 Good Good Good Good - 200
December 2013 98.0 Good Good Good Good - 200
December 2011 100.0 Good Good Very Good Very Good - 200
December 2009 97.0 Good Good Good Very Good - 200
February 2008 97.0 Good Good Good Very Good - 200
August 2005 100.0 Good Very Good Very Good Very Good - 200
September 2003 100.0 Fair Satisfactory Very Good Very Good - 200
October 2001 100.0 Fair Satisfactory Very Good Very Good - 200
October 1999 100.0 Fair Satisfactory Very Good Very Good - 200
October 1997 100.0 Fair Satisfactory Very Good Very Good - 200
September 1996 100.0 Fair Satisfactory Very Good Very Good - 200
November 1994 100.0 Fair Satisfactory Very Good Very Good - 200
February 1993 100.0 Fair Satisfactory Very Good Very Good - 200
December 1991 98.0 Fair Satisfactory Very Good Very Good - 200
January 1990 99.0 Good Good Very Good Very Good - 200
BridgeReports.com | SR 2012 (LR 48013) over C.R.R. OF NJ (REMOVED), Northampton County, Pennsylvania
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SR 2012 (LR 48013) over C.R.R. OF NJ (REMOVED)

Map

Coordinates:
+40.66729, -75.24104
40°40'02" N, 75°14'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2012 (LR 48013) over C.R.R. OF NJ (REMOVED)
Structure number: 000000000028724
Old structure number: 482012016012470 (from 1992 edition)
Location: S.25TH ST APPR.GLENDON BR
Route classification: Collector (Urban) [17]
Length of largest span: 50.9 ft. [15.5 m]
Total length: 150.9 ft. [46.0 m]
Roadway width between curbs: 69.9 ft. [21.3 m]
Deck width edge-to-edge: 76.1 ft. [23.2 m]
Skew angle: 16°
Owner: State Highway Agency [01]
Year built: 1969
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 12,352 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 86.8 tons [78.9 metric tons]
Inventory rating: 30.9 tons [28.1 metric tons]
Sufficiency rating: 78.9
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 78.9 Fair Fair Fair Satisfactory - 12352
July 2013 78.9 Fair Fair Fair Satisfactory - 12424
July 2011 81.7 Fair Fair Fair Satisfactory - 7020
July 2009 80.8 Fair Fair Fair Good - 6798
August 2007 79.2 Fair Fair Fair Good - 14478
August 2005 88.8 Fair Fair Satisfactory Good - 14002
August 2003 88.8 Fair Fair Satisfactory Good - 13754
August 2001 87.2 Fair Fair Good Good - 19170
October 1999 88.4 Fair Fair Good Good - 18425
October 1997 88.7 Fair Fair Good Good - 17674
November 1995 88.4 Fair Fair Good Good - 16790
December 1993 88.6 Fair Fair Good Good - 16333

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 1,470 1,413 38 19 0
Deck
Reinforced Concrete Deck sq. ft. 11,462 10,889 573 0 0
Substructure
Reinforced Concrete Column each 8 7 1 0 0
Reinforced Concrete Abutment linear ft. 164 144 20 0 0
Reinforced Concrete Pier Cap linear ft. 154 131 17 6 0
Joints
Pourable Joint linear ft. 316 216 100 0 0
Bearings
Elastomeric Bearing each 60 60 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 302 302 0 0 0
BridgeReports.com | SR 2032 (LR 48020) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 2032 (LR 48020) over BUSHKILL CREEK

Map

Coordinates:
+40.71056, -75.24644
40°42'38" N, 75°14'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2032 (LR 48020) over BUSHKILL CREEK
Structure number: 000000000028746
Old structure number: 482032004016480 (from 1992 edition)
Location: NORTHWOOD AVE
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 50.9 ft. [15.5 m]
Total length: 106.0 ft. [32.3 m]
Roadway width between curbs: 36.1 ft. [11.0 m]
Deck width edge-to-edge: 44.3 ft. [13.5 m]
Owner: State Highway Agency [01]
Year built: 1969
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 8,095 [as of 2014]
Truck traffic: 6% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 47.9 tons [43.5 metric tons]
Inventory rating: 28.9 tons [26.3 metric tons]
Sufficiency rating: 84.7
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 84.7 Fair Fair Good Satisfactory - 8095
September 2013 84.7 Fair Fair Good Satisfactory - 8095
September 2011 84.7 Fair Fair Good Good - 6961
September 2009 85.7 Fair Satisfactory Good Good - 6832
September 2007 83.6 Fair Fair Good Good - 8484
September 2005 83.9 Fair Fair Good Good - 8205
January 2004 84.0 Fair Fair Good Satisfactory - 7493
January 2002 84.1 Fair Fair Good Good - 7131
March 2000 83.1 Fair Fair Very Good Good - 6991
March 1998 89.9 Fair Satisfactory Good Good - 3509
March 1996 91.9 Fair Satisfactory Good Very Good - 3333
March 1994 92.0 Fair Satisfactory Very Good Very Good - 3160
May 1992 92.0 Good Good Very Good Very Good - 3160
July 1990 93.0 Good Good Very Good Very Good - 2948

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 516 416 100 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,602 3,820 782 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 42 41 1 0 0
Reinforced Concrete Abutment linear ft. 96 92 4 0 0
Joints
Pourable Joint linear ft. 72 72 0 0 0
Bearings
Elastomeric Bearing each 20 20 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 208 208 0 0 0
BridgeReports.com | SR 33 NB(LR 1098) over SR 1008(LR 48040), Northampton County, Pennsylvania
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SR 33 NB(LR 1098) over SR 1008(LR 48040)

Map

Coordinates:
+40.77844, -75.28294
40°46'42" N, 75°16'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 NB(LR 1098) over SR 1008(LR 48040)
Structure number: 000000000028509
Old structure number: 480033017000000 (from 1992 edition)
Location: BELFAST INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 69.9 ft. [21.3 m]
Total length: 71.9 ft. [21.9 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 19°
Owner: State Highway Agency [01]
Year built: 1969
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 16,619 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 23.0 tons [20.9 metric tons]
Sufficiency rating: 66.1

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 66.1 Good Good Good Good - 16619
August 2013 77.2 Good Very Good Good Good FO 16619
August 2011 78.4 Good Good Good Good FO 16264
August 2009 77.8 Good Good Good Good FO 17223
August 2007 78.5 Good Good Good Good FO 16232
July 2005 82.4 Good Good Good Good - 15236
July 2003 81.0 Good Good Good Good - 17374
July 2001 76.2 Good Good Good Good - 16950
September 1999 82.9 Good Good Good Good - 11530
September 1997 84.4 Good Good Good Good - 12257
October 1995 82.9 Good Good Good Good - 11678
November 1993 77.9 Good Good Good Good - 11115
February 1992 78.2 Good Good Good Good - 10746

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 419 414 5 0 0
Deck
Reinforced Concrete Deck sq. ft. 3,140 3,140 0 0 0
Wearing Surfaces sq. ft. 2,854 2,854 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 113 105 8 0 0
Bearings
Elastomeric Bearing each 12 12 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 143 137 5 1 0
BridgeReports.com | SR 33 SB(LR 48040) over SR 1008(LR 48040), Northampton County, Pennsylvania
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SR 33 SB(LR 48040) over SR 1008(LR 48040)

Map

Coordinates:
+40.77866, -75.28265
40°46'43" N, 75°16'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB(LR 48040) over SR 1008(LR 48040)
Structure number: 000000000028511
Old structure number: 480033017100000 (from 1992 edition)
Location: BELFAST INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 69.9 ft. [21.3 m]
Total length: 71.9 ft. [21.9 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 19°
Owner: State Highway Agency [01]
Year built: 1969
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 15,765 [as of 2014]
Truck traffic: 10% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 23.0 tons [20.9 metric tons]
Sufficiency rating: 68.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 68.0 Good Good Good Good - 15765
August 2013 77.8 Good Very Good Good Good FO 15765
August 2011 78.0 Good Good Good Good FO 16911
August 2009 78.5 Good Good Good Good FO 16152
October 2008 79.3 Good Good Good Good FO 15063
August 2007 78.7 Good Good Good Good FO 15868
July 2005 83.7 Good Good Good Good - 14895
July 2003 84.3 Good Good Good Good - 14084
July 2001 79.5 Good Good Good Good - 13740
September 1999 83.0 Good Good Good Good - 12989
September 1997 85.6 Good Good Good Good - 11995
October 1995 84.1 Good Good Good Good - 11428
November 1993 78.1 Good Very Good Good Good - 10877
February 1992 78.3 Good Very Good Good Good - 10516

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 419 416 3 0 0
Deck
Reinforced Concrete Deck sq. ft. 3,140 3,140 0 0 0
Wearing Surfaces sq. ft. 2,854 2,854 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 113 108 5 0 0
Bearings
Elastomeric Bearing each 12 11 1 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 143 143 0 0 0
BridgeReports.com | SR 4022 (LR 175) over LEHIGH CANAL, Northampton County, Pennsylvania
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SR 4022 (LR 175) over LEHIGH CANAL

Map

Coordinates:
+40.75332, -75.60141
40°45'12" N, 75°36'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4022 (LR 175) over LEHIGH CANAL
Structure number: 000000000028795
Old structure number: 484022001001410 (from 1992 edition)
Location: WALNUTPORT @ CANAL
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 21.0 ft. [6.4 m]
Total length: 23.0 ft. [7.0 m]
Roadway width between curbs: 36.1 ft. [11.0 m]
Deck width edge-to-edge: 48.6 ft. [14.8 m]
Skew angle: 10°
Owner: State Highway Agency [01]
Year built: 1969
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 9,857 [as of 2016]
Truck traffic: 4% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 66.9 tons [60.8 metric tons]
Inventory rating: 39.9 tons [36.3 metric tons]
Sufficiency rating: 92.2

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 92.2 Fair Satisfactory Satisfactory Good - 9857
June 2014 92.2 Fair Satisfactory Good Good - 9856
July 2012 91.7 Fair Satisfactory Good Good - 11109
July 2010 91.8 Fair Satisfactory Good Good - 10903
July 2008 91.8 Fair Satisfactory Good Good - 10903
May 2006 92.1 Fair Satisfactory Good Good - 12798
May 2004 92.2 Fair Satisfactory Good Good - 12386
June 2002 92.5 Fair Satisfactory Good Good - 11616
July 2000 93.6 Fair Satisfactory Good Good - 11364
July 1998 90.7 Fair Satisfactory Good Good - 11119
July 1996 92.0 Fair Satisfactory Good Very Good - 10346
July 1994 92.2 Fair Satisfactory Good Very Good - 9838
September 1992 92.3 Fair Satisfactory Good Very Good - 9607
December 1990 91.1 Fair Satisfactory Good Very Good - 9223

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Abutment linear ft. 100 100 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 46 46 0 0 0
Deck
Reinforced Concrete Slab sq. ft. 828 0 828 0 0
BridgeReports.com | SR1042 T614 KROMER over PA 33(LR 1098), Northampton County, Pennsylvania
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SR1042 T614 KROMER over PA 33(LR 1098)

Map

Coordinates:
+40.82010, -75.29789
40°49'12" N, 75°17'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR1042 T614 KROMER over PA 33(LR 1098)
Structure number: 000000000028516
Old structure number: 480033023000000 (from 1992 edition)
Location: KROMER RD.OVER PA.33
Purpose: Carries highway over highway
Route classification: Local (Urban) [19]
Length of largest span: 87.9 ft. [26.8 m]
Total length: 181.1 ft. [55.2 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 36.1 ft. [11.0 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1969
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Poor
Status: Posted for load [P]
Average daily traffic: 504 [as of 2016]
Truck traffic: 8% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 3.0 tons [2.7 metric tons]
Inventory rating: 1.0 tons [0.9 metric tons]
Sufficiency rating: 37.8

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 37.8 Poor Fair Poor Satisfactory SD 504
October 2015 37.8 Poor Fair Poor Satisfactory SD 504
October 2014 37.8 Poor Fair Poor Satisfactory SD 507
October 2012 31.3 Poor Fair Poor Satisfactory SD 1332
October 2011 31.3 Poor Fair Poor Satisfactory SD 1332
October 2010 31.4 Poor Fair Poor Satisfactory SD 1307
December 2009 31.4 Poor Fair Poor Satisfactory SD 1289
December 2008 31.4 Poor Fair Poor Satisfactory SD 1289
April 2008 31.4 Poor Fair Poor Good SD 1281
March 2005 37.0 Good Good Good Good FO 6784
March 2003 37.4 Good Good Good Good FO 6560
April 2001 37.4 Good Good Good Good FO 6560
May 1999 57.6 Good Good Good Good FO 150
June 1997 66.2 Good Good Good Good - 150
July 1995 67.2 Good Good Very Good Good FO 150
July 1993 85.9 Good Good Very Good Good - 150
November 1991 86.9 Good Good Very Good Good - 50

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,062 955 26 81 0
Deck
Reinforced Concrete Deck sq. ft. 6,336 6,019 317 0 0
Substructure
Reinforced Concrete Column each 2 2 0 0 0
Reinforced Concrete Abutment linear ft. 72 59 12 1 0
Reinforced Concrete Pier Cap linear ft. 34 26 6 2 0
Joints
Other Joint linear ft. 108 0 54 0 54
Bearings
Elastomeric Bearing each 24 24 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 352 330 22 0 0
BridgeReports.com | STOCKER MILL ROAD over BUSHKILL CREEK, Northampton County, Pennsylvania
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STOCKER MILL ROAD over BUSHKILL CREEK

Map

Coordinates:
+40.72253, -75.24634
40°43'21" N, 75°14'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: STOCKER MILL ROAD over BUSHKILL CREEK
Structure number: 000000000028823
Old structure number: 487205051790610 (from 1992 edition)
Location: AT ZUCKSVILLE
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 51.8 ft. [15.8 m]
Total length: 106.0 ft. [32.3 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 41.7 ft. [12.7 m]
Owner: County Highway Agency [02]
Year built: 1969
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 85.8 tons [78.0 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 88.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 88.0 Fair Good Satisfactory Fair - 200
May 2014 88.0 Fair Good Satisfactory Fair - 200
May 2012 88.0 Fair Good Satisfactory Fair - 200
May 2010 94.0 Good Good Good Good - 200
June 2008 94.0 Good Good Good Good - 200
October 2005 95.0 Good Good Good Good - 200
October 2003 95.0 Good Good Good Good - 200
October 2001 95.0 Good Good Good Good - 200
November 1999 95.0 Good Good Good Good - 200
December 1997 95.0 Good Good Good Good - 200
September 1996 95.0 Good Good Good Good - 200
December 1995 95.0 Good Good Good Good - 200
December 1993 95.0 Good Good Good Good - 200
January 1992 92.0 Good Good Good Good - 200
January 1990 92.0 Good Good Good Good - 200
BridgeReports.com | SR 33 NB(LR 1098) over SR 1012(LR 48087), Northampton County, Pennsylvania
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SR 33 NB(LR 1098) over SR 1012(LR 48087)

Map

Coordinates:
+40.78086, -75.28412
40°46'51" N, 75°17'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 NB(LR 1098) over SR 1012(LR 48087)
Structure number: 000000000028510
Old structure number: 480033017008860 (from 1992 edition)
Location: BELFAST INTERCHANGE
Purpose: Carries highway over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 76.1 ft. [23.2 m]
Total length: 79.1 ft. [24.1 m]
Roadway width between curbs: 58.4 ft. [17.8 m]
Deck width edge-to-edge: 62.7 ft. [19.1 m]
Vertical clearance below bridge: 14.8 ft. [4.5 m]
Skew angle: 32°
Owner: State Highway Agency [01]
Year built: 1969
Year reconstructed: 1977
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 16,619 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 94.8 tons [86.2 metric tons]
Inventory rating: 23.0 tons [20.9 metric tons]
Sufficiency rating: 70.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 70.9 Fair Satisfactory Good Good - 16619
July 2013 56.4 Fair Satisfactory Good Good FO 16619
July 2011 81.1 Fair Satisfactory Good Good - 16264
July 2009 80.4 Fair Satisfactory Good Good - 17223
July 2007 81.1 Fair Satisfactory Good Good - 16232
July 2005 80.4 Fair Satisfactory Good Good - 15236
July 2003 78.8 Good Good Good Good - 17374
July 2001 77.1 Good Good Good Good - 16950
September 1999 81.1 Good Good Good Good - 11530
September 1997 82.6 Fair Satisfactory Good Good - 12257
October 1995 80.7 Good Good Good Good - 11678
November 1993 76.0 Good Good Very Good Good - 11115
February 1992 76.3 Good Good Very Good Good - 10746

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 763 763 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,893 4,893 0 0 0
Wearing Surfaces sq. ft. 4,581 4,581 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 170 166 4 0 0
Joints
Other Joint linear ft. 125 125 0 0 0
Bearings
Elastomeric Bearing each 20 20 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 156 156 0 0 0
BridgeReports.com | SR 33 NB(LR 1098) over SR 1003(LR 48106), Northampton County, Pennsylvania
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SR 33 NB(LR 1098) over SR 1003(LR 48106)

Map

Coordinates:
+40.79943, -75.29418
40°47'58" N, 75°17'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 NB(LR 1098) over SR 1003(LR 48106)
Structure number: 000000000028513
Old structure number: 480033020000000 (from 1992 edition)
Location: PA.33 OVER STATE PARK RD.
Purpose: Carries highway over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 65.9 ft. [20.1 m]
Total length: 139.1 ft. [42.4 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 16.1 ft. [4.9 m]
Skew angle: 41°
Owner: State Highway Agency [01]
Year built: 1969
Year reconstructed: 1977
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 16,619 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 80.9 tons [73.5 metric tons]
Inventory rating: 24.0 tons [21.8 metric tons]
Sufficiency rating: 75.0
Recommended work: Bridge deck replacement with only incidental widening. [37]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 75.0 Good Good Very Good Good - 16619
April 2013 74.8 Good Very Good Very Good Good - 16619
April 2011 85.9 Fair Satisfactory Satisfactory Satisfactory - 16264
April 2009 85.2 Good Good Good Good - 17223
April 2007 86.8 Good Good Good Good - 16232
April 2005 87.3 Good Good Good Good - 15236
April 2003 85.8 Good Good Good Good - 17374
May 2001 84.1 Good Good Good Good - 16950
May 1999 87.8 Good Good Good Good - 11530
June 1997 87.2 Fair Fair Good Good - 12257
July 1995 87.4 Fair Satisfactory Good Good - 11678
July 1993 84.9 Fair Satisfactory Good Good - 11115
November 1991 85.2 Fair Satisfactory Good Very Good - 10746

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 817 817 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,991 5,991 0 0 0
Wearing Surfaces sq. ft. 5,447 5,447 0 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 116 102 14 0 0
Reinforced Concrete Pier Cap linear ft. 116 116 0 0 0
Joints
Other Joint linear ft. 116 116 0 0 0
Bearings
Elastomeric Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 272 260 0 12 0
BridgeReports.com | SR 33 SB(LR 1098) over SR 1012(LR 48087), Northampton County, Pennsylvania
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SR 33 SB(LR 1098) over SR 1012(LR 48087)

Map

Coordinates:
+40.78091, -75.28461
40°46'51" N, 75°17'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB(LR 1098) over SR 1012(LR 48087)
Structure number: 000000000028512
Old structure number: 480033017110310 (from 1992 edition)
Location: BELFAST INTERCHANGE
Purpose: Carries highway over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 76.1 ft. [23.2 m]
Total length: 78.1 ft. [23.8 m]
Roadway width between curbs: 56.1 ft. [17.1 m]
Deck width edge-to-edge: 60.0 ft. [18.3 m]
Vertical clearance below bridge: 15.1 ft. [4.6 m]
Skew angle: 32°
Owner: State Highway Agency [01]
Year built: 1969
Year reconstructed: 1977
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 15,765 [as of 2014]
Truck traffic: 10% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 88.8 tons [80.7 metric tons]
Inventory rating: 23.0 tons [20.9 metric tons]
Sufficiency rating: 71.6

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 71.6 Fair Satisfactory Good Good - 15765
July 2013 58.2 Fair Satisfactory Good Good FO 15765
July 2011 80.6 Fair Satisfactory Good Good - 16911
July 2009 81.2 Fair Satisfactory Good Good - 16152
July 2007 81.4 Fair Satisfactory Good Good - 15868
July 2005 80.6 Fair Satisfactory Good Good - 14895
July 2003 81.2 Good Good Good Good - 14084
July 2001 79.5 Good Good Good Good - 13740
September 1999 80.0 Good Good Good Good - 12989
September 1997 82.8 Good Good Good Good - 11995
October 1995 80.9 Good Good Very Good Good - 11428
November 1993 72.9 Good Good Very Good Good - 10877
February 1992 73.2 Good Good Very Good Good - 10516

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 780 780 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,368 4,368 0 0 0
Wearing Surfaces sq. ft. 4,368 4,368 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 163 157 6 0 0
Bearings
Elastomeric Bearing each 20 20 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 160 160 0 0 0
BridgeReports.com | SR 33 SB(LR 1098) over SR 1003(LR 48106), Northampton County, Pennsylvania
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SR 33 SB(LR 1098) over SR 1003(LR 48106)

Map

Coordinates:
+40.79904, -75.29436
40°47'57" N, 75°17'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB(LR 1098) over SR 1003(LR 48106)
Structure number: 000000000028515
Old structure number: 480033020100000 (from 1992 edition)
Location: PA.33 OVER STATE PARK RD.
Purpose: Carries highway over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 65.9 ft. [20.1 m]
Total length: 132.9 ft. [40.5 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 41°
Owner: State Highway Agency [01]
Year built: 1969
Year reconstructed: 1977
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 15,765 [as of 2014]
Truck traffic: 10% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 80.9 tons [73.5 metric tons]
Inventory rating: 24.0 tons [21.8 metric tons]
Sufficiency rating: 75.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 75.7 Fair Very Good Good Satisfactory - 15765
April 2013 70.8 Good Very Good Good Good FO 15765
April 2011 80.9 Fair Satisfactory Satisfactory Good FO 16911
April 2009 81.4 Fair Satisfactory Good Good FO 16152
April 2007 87.0 Fair Satisfactory Good Good - 15868
April 2005 87.5 Fair Satisfactory Good Good - 14895
April 2003 88.0 Fair Satisfactory Good Good - 14084
May 2001 86.3 Fair Satisfactory Good Good - 13740
May 1999 86.8 Fair Satisfactory Good Good - 12989
June 1997 88.5 Fair Satisfactory Good Good - 11995
July 1995 87.6 Good Good Good Good - 11428
July 1993 85.1 Good Good Good Good - 10877
November 1991 85.4 Good Good Good Very Good - 10516

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 781 781 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,727 5,727 0 0 0
Wearing Surfaces sq. ft. 5,207 5,207 0 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 116 105 11 0 0
Reinforced Concrete Pier Cap linear ft. 116 108 8 0 0
Joints
Other Joint linear ft. 233 233 0 0 0
Bearings
Elastomeric Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 261 261 0 0 0
BridgeReports.com | SR2012(LR48010&13) over LEH RIV,STREETS,NORF/SOU, Northampton County, Pennsylvania
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SR2012(LR48010&13) over LEH RIV,STREETS,NORF/SOU

Map

Coordinates:
+40.98553, -75.31386
40°59'08" N, 75°18'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR2012(LR48010&13) over LEH RIV,STREETS,NORF/SOU
Structure number: 000000000028723
Old structure number: 482012016000890 (from 1992 edition)
Location: GLENDON BRIDGE
Purpose: Carries highway over highway, waterway, and railroad
Route classification: Collector (Urban) [17]
Length of largest span: 141.1 ft. [43.0 m]
Total length: 897.0 ft. [273.4 m]
Roadway width between curbs: 59.4 ft. [18.1 m]
Deck width edge-to-edge: 65.6 ft. [20.0 m]
Vertical clearance below bridge: 22.0 ft. [6.7 m]
Skew angle: 10°
Owner: State Highway Agency [01]
Year built: 1969
Year reconstructed: 1984
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 7
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 12,352 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 59.8 tons [54.4 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 75.2
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $3,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 75.2 Fair Satisfactory Fair Satisfactory - 12352
October 2013 75.2 Fair Satisfactory Fair Satisfactory - 12424
October 2011 79.8 Fair Satisfactory Fair Satisfactory - 7020
October 2009 63.2 Poor Good Poor Satisfactory SD 6798
May 2009 63.2 Poor Good Poor Satisfactory SD 6798
April 2008 74.2 Fair Good Fair Satisfactory - 14478
April 2006 74.4 Fair Good Fair Satisfactory - 14212
April 2004 74.7 Fair Good Fair Satisfactory - 13754
April 2002 73.0 Fair Good Fair Satisfactory - 17925
May 2000 86.1 Fair Good Satisfactory Satisfactory - 17059
April 1999 72.2 Fair Fair Fair Satisfactory - 16724
April 1997 70.4 Poor Poor Fair Satisfactory SD 16043
April 1995 71.1 Poor Poor Fair Satisfactory SD 15241
April 1993 61.9 Poor Poor Fair Satisfactory SD 14826

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 8,900 8,772 127 1 0
Steel Protective Coating sq. ft. 86,025 86,025 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 63,960 63,342 618 0 0
Wearing Surfaces sq. ft. 59,177 0 59,177 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 156 117 8 31 0
Reinforced Concrete Abutment linear ft. 188 149 34 5 0
Reinforced Concrete Pile Cap/Footing linear ft. 39 39 0 0 0
Reinforced Concrete Pier Cap linear ft. 434 316 17 101 0
Joints
Strip Seal Joint linear ft. 263 263 0 0 0
Bearings
Movable Bearing each 70 28 27 0 15
Steel Protective Coating sq. ft. 64,519 64,519 0 0 0
Fixed Bearing each 40 39 1 0 0
Steel Protective Coating sq. ft. 43,013 43,013 0 0 0
Bridge Rail
Steel or Aluminum Bridge Rail linear ft. 758 758 0 0 0
Steel Protective Coating sq. ft. 86,025 86,025 0 0 0
Reinforced Concrete Bridge Rail linear ft. 1,795 720 898 177 0
BridgeReports.com | BRODHEAD ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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BRODHEAD ROAD over MONOCACY CREEK

Map

Coordinates:
+40.68149, -75.34089
40°40'53" N, 75°20'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BRODHEAD ROAD over MONOCACY CREEK
Structure number: 000000000028803
Old structure number: 487101043991000 (from 1992 edition)
Location: AT SR 191 & 22
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 44.0 ft. [13.4 m]
Total length: 89.9 ft. [27.4 m]
Roadway width between curbs: 38.7 ft. [11.8 m]
Deck width edge-to-edge: 42.7 ft. [13.0 m]
Owner: County Highway Agency [02]
Year built: 1970
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 12,000 [as of 2015]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 72.8 tons [66.2 metric tons]
Inventory rating: 32.9 tons [29.9 metric tons]
Sufficiency rating: 93.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 93.0 Fair Good Satisfactory Satisfactory - 12000
May 2014 93.3 Fair Good Satisfactory Satisfactory - 10000
May 2012 93.4 Fair Good Satisfactory Satisfactory - 10000
May 2010 94.3 Good Good Good Good - 10000
June 2008 94.3 Good Good Good Good - 10000
October 2005 96.5 Good Good Good Good - 200
October 2003 98.0 Good Good Good Good - 200
October 2001 98.0 Good Good Good Good - 200
October 1999 98.0 Good Good Good Good - 200
December 1997 98.0 Good Good Good Good - 200
November 1996 98.0 Good Good Good Good - 200
November 1994 98.0 Good Good Good Good - 200
January 1993 98.0 Good Good Good Good - 200
January 1992 98.0 Good Good Good Good - 200
January 1990 98.0 Good Good Good Good - 200
BridgeReports.com | CHURCH ROAD over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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CHURCH ROAD over HOKENDAUQUA CREEK

Map

Coordinates:
+40.73933, -75.48246
40°44'22" N, 75°28'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CHURCH ROAD over HOKENDAUQUA CREEK
Structure number: 000000000028827
Old structure number: 487207047791340 (from 1992 edition)
Location: 1 M. EAST OF SR 4003
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 85.0 ft. [25.9 m]
Total length: 89.9 ft. [27.4 m]
Roadway width between curbs: 36.1 ft. [11.0 m]
Deck width edge-to-edge: 40.0 ft. [12.2 m]
Owner: County Highway Agency [02]
Year built: 1970
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present desirable criteria [8]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 68.9 tons [62.6 metric tons]
Sufficiency rating: 99.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 99.9 Good Good Good Good - 200
March 2014 99.9 Fair Satisfactory Good Good - 200
March 2012 99.9 Fair Satisfactory Good Good - 200
March 2010 99.9 Fair Satisfactory Good Good - 200
May 2008 99.9 Fair Satisfactory Good Good - 200
October 2005 99.9 Good Very Good Very Good Very Good - 200
October 2003 99.9 Good Very Good Very Good Very Good - 200
October 2001 99.9 Good Very Good Very Good Very Good - 200
October 1999 99.9 Good Very Good Very Good Very Good - 200
October 1997 99.9 Good Very Good Very Good Very Good - 200
November 1996 99.9 Good Very Good Very Good Very Good - 200
October 1994 99.9 Good Very Good Very Good Very Good - 200
December 1992 99.9 Good Very Good Very Good Very Good - 200
November 1991 99.9 Good Very Good Very Good Very Good - 200
December 1989 99.9 Good Very Good Very Good Very Good - 200
BridgeReports.com | PA 191(APPL.1019) over BUSHKILL CREEK, Northampton County, Pennsylvania
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PA 191(APPL.1019) over BUSHKILL CREEK

Map

Coordinates:
+40.75389, -75.27419
40°45'14" N, 75°16'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 191(APPL.1019) over BUSHKILL CREEK
Structure number: 000000000028565
Old structure number: 480191017008190 (from 1992 edition)
Location: NEAR BORO LINE
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 73.2 ft. [22.3 m]
Total length: 76.1 ft. [23.2 m]
Roadway width between curbs: 84.0 ft. [25.6 m]
Deck width edge-to-edge: 87.9 ft. [26.8 m]
Skew angle: 38°
Owner: State Highway Agency [01]
Year built: 1970
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 7,784 [as of 2016]
Truck traffic: 6% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 91.9 tons [83.5 metric tons]
Inventory rating: 26.0 tons [23.6 metric tons]
Sufficiency rating: 79.1
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $437,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 79.1 Fair Fair Good Satisfactory - 7784
September 2014 79.0 Fair Fair Good Satisfactory - 7814
October 2012 91.0 Fair Fair Good Satisfactory - 3884
October 2010 83.3 Fair Fair Good Satisfactory - 3850
October 2008 54.4 Poor Fair Good Poor SD 4524
September 2006 49.6 Poor Fair Good Poor SD 9757
September 2004 26.7 Poor Fair Good Serious SD 9531
April 2003 77.0 Fair Fair Good Good - 8999
BridgeReports.com | SR 1006 (LR 48095) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 1006 (LR 48095) over BUSHKILL CREEK

Map

Coordinates:
+40.77124, -75.27960
40°46'16" N, 75°16'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1006 (LR 48095) over BUSHKILL CREEK
Structure number: 000000000028662
Old structure number: 481006003014650 (from 1992 edition)
Location: FILETOWN ROAD
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 66.9 ft. [20.4 m]
Total length: 169.0 ft. [51.5 m]
Roadway width between curbs: 42.0 ft. [12.8 m]
Deck width edge-to-edge: 45.9 ft. [14.0 m]
Owner: State Highway Agency [01]
Year built: 1970
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 810 [as of 2015]
Truck traffic: 2% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 29.9 tons [27.2 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 85.0 Fair Satisfactory Satisfactory Fair - 810
August 2013 85.0 Fair Satisfactory Satisfactory Fair - 815
August 2011 84.0 Fair Satisfactory Good Fair - 821
August 2009 84.0 Fair Satisfactory Good Fair - 795
August 2007 83.0 Fair Satisfactory Good Fair - 809
August 2005 95.8 Fair Satisfactory Very Good Satisfactory - 782
August 2003 94.8 Good Good Very Good Good - 768
August 2001 92.8 Good Good Very Good Good - 814
October 1999 95.8 Good Good Very Good Good - 789
November 1997 95.8 Good Good Very Good Good - 752
December 1995 95.8 Good Good Very Good Good - 716
January 1994 95.8 Good Good Very Good Good - 698

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,051 1,049 2 0 0
Deck
Reinforced Concrete Deck sq. ft. 7,758 0 7,758 0 0
Substructure
Reinforced Concrete Column each 4 3 1 0 0
Reinforced Concrete Pier Wall linear ft. 58 52 5 1 0
Reinforced Concrete Abutment linear ft. 92 92 0 0 0
Reinforced Concrete Pier Cap linear ft. 88 14 40 34 0
Joints
Pourable Joint linear ft. 184 184 0 0 0
Bearings
Elastomeric Bearing each 38 38 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 338 338 0 0 0
BridgeReports.com | SR 1006 (LR 48095) over PA 33(LR 1098), Northampton County, Pennsylvania
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SR 1006 (LR 48095) over PA 33(LR 1098)

Map

Coordinates:
+40.77188, -75.27801
40°46'19" N, 75°16'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1006 (LR 48095) over PA 33(LR 1098)
Structure number: 000000000028663
Old structure number: 481006003018450 (from 1992 edition)
Location: FILETOWN RD.OVER PA.33
Purpose: Carries highway over highway
Route classification: Local (Rural) [09]
Length of largest span: 97.1 ft. [29.6 m]
Total length: 282.2 ft. [86.0 m]
Roadway width between curbs: 42.0 ft. [12.8 m]
Deck width edge-to-edge: 45.9 ft. [14.0 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1970
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 4
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 810 [as of 2015]
Truck traffic: 2% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 77.9 tons [70.8 metric tons]
Inventory rating: 22.0 tons [20.0 metric tons]
Sufficiency rating: 72.6
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 72.6 Fair Fair Satisfactory Fair - 810
November 2013 68.4 Fair Fair Satisfactory Fair FO 815
November 2011 56.2 Fair Fair Good Fair FO 821
November 2009 68.0 Fair Fair Good Satisfactory FO 795
November 2007 68.0 Fair Fair Good Good FO 809
November 2005 52.8 Fair Fair Good Good FO 782
November 2003 52.8 Fair Fair Good Good FO 768
November 2001 55.8 Fair Satisfactory Good Good FO 814
December 1999 55.8 Fair Satisfactory Good Good FO 789
December 1997 74.8 Fair Satisfactory Good Good - 752
December 1995 74.8 Fair Satisfactory Good Good - 716
January 1994 96.8 Fair Satisfactory Good Good - 698

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,940 1,936 4 0 0
Deck
Reinforced Concrete Deck sq. ft. 12,833 0 12,833 0 0
Substructure
Reinforced Concrete Column each 9 6 3 0 0
Reinforced Concrete Abutment linear ft. 138 115 16 7 0
Reinforced Concrete Pier Cap linear ft. 144 83 31 30 0
Joints
Pourable Joint linear ft. 138 0 0 0 138
Bearings
Elastomeric Bearing each 56 14 42 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 562 562 0 0 0
BridgeReports.com | SR 987 (LR 48048) over L.& N.E. R.R.(ABOLISHED), Northampton County, Pennsylvania
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SR 987 (LR 48048) over L.& N.E. R.R.(ABOLISHED)

Map

Coordinates:
+40.68539, -75.41433
40°41'07" N, 75°24'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 987 (LR 48048) over L.& N.E. R.R.(ABOLISHED)
Structure number: 000000000028649
Old structure number: 480987004014030 (from 1992 edition)
Location: AIRPORT ROAD
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 67.9 ft. [20.7 m]
Total length: 213.9 ft. [65.2 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.9 ft. [14.6 m]
Skew angle: 50°
Owner: State Highway Agency [01]
Year built: 1970
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 14,893 [as of 2015]
Truck traffic: 10% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 38.0 tons [34.5 metric tons]
Sufficiency rating: 91.4
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2015 91.4 Fair Fair Satisfactory Satisfactory - 14893
April 2013 91.9 Fair Fair Good Good - 13541
April 2011 91.9 Fair Fair Good Good - 13354
April 2009 92.0 Fair Fair Good Good - 13107
April 2007 91.9 Fair Fair Good Good - 13323
April 2005 91.8 Fair Fair Good Good - 13743
April 2003 92.9 Fair Fair Good Good - 13500
May 2001 91.4 Fair Fair Good Good - 12018
June 1999 94.3 Fair Fair Good Good - 12424
June 1997 86.7 Fair Fair Good Good - 12180
July 1995 87.9 Fair Fair Good Good - 11794
August 1993 87.7 Fair Fair Good Good - 12285
November 1991 85.8 Fair Fair Good Good - 16904

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,480 1,480 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 10,284 0 10,284 0 0
Substructure
Reinforced Concrete Column each 6 5 1 0 0
Reinforced Concrete Abutment linear ft. 140 134 6 0 0
Reinforced Concrete Pier Cap linear ft. 96 86 7 3 0
Joints
Other Joint linear ft. 303 0 0 0 303
Bearings
Elastomeric Bearing each 42 14 28 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 453 368 70 15 0
BridgeReports.com | WALNUT STREET over SAUCON CREEK, Northampton County, Pennsylvania
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WALNUT STREET over SAUCON CREEK

Map

Coordinates:
+40.57219, -75.34482
40°34'20" N, 75°20'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: WALNUT STREET over SAUCON CREEK
Structure number: 000000000028930
Old structure number: 487407038790140 (from 1992 edition)
Location: 0.2 M. WEST OF PA 412
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 42.0 ft. [12.8 m]
Total length: 86.0 ft. [26.2 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 40.4 ft. [12.3 m]
Owner: County Highway Agency [02]
Year built: 1970
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel [3]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 53.9 tons [49.0 metric tons]
Sufficiency rating: 97.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 97.0 Fair Good Satisfactory Good - 200
June 2014 97.0 Fair Good Satisfactory Good - 200
June 2012 97.0 Good Good Good Good - 200
June 2010 98.0 Good Good Good Good - 200
June 2008 98.0 Good Good Good Good - 200
November 2005 98.0 Good Good Very Good Very Good - 200
November 2003 98.0 Good Good Very Good Very Good - 200
November 2001 98.0 Good Good Very Good Very Good - 200
December 1999 98.0 Good Good Very Good Very Good - 200
December 1997 98.0 Good Good Very Good Very Good - 200
October 1996 98.0 Good Good Very Good Very Good - 200
December 1995 100.0 Good Good Very Good Very Good - 200
December 1993 100.0 Good Good Very Good Very Good - 200
January 1992 100.0 Good Good Very Good Very Good - 200
January 1990 98.0 Good Good Very Good Very Good - 200
BridgeReports.com | SR 33 N.B.(LR1098) over NORFOLK SOUTHERN RR, Northampton County, Pennsylvania
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SR 33 N.B.(LR1098) over NORFOLK SOUTHERN RR

Map

Coordinates:
+40.76170, -75.27385
40°45'42" N, 75°16'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 N.B.(LR1098) over NORFOLK SOUTHERN RR
Structure number: 000000000028507
Old structure number: 480033014007140 (from 1992 edition)
Location: 0.5 MI N OF PA 191 EXIT
Purpose: Carries highway over railroad
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 74.2 ft. [22.6 m]
Total length: 228.0 ft. [69.5 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 23.3 ft. [7.1 m]
Skew angle: 49°
Owner: State Highway Agency [01]
Year built: 1970
Year reconstructed: 1998
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 16,619 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 27.0 tons [24.5 metric tons]
Sufficiency rating: 76.0
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 76.0 Fair Satisfactory Good Good FO 16619
July 2013 75.9 Good Good Good Good FO 16619
July 2011 64.0 Fair Good Good Fair FO 16264
August 2009 63.6 Fair Good Good Fair FO 17223
August 2007 77.1 Good Very Good Good Good FO 16232
July 2005 81.5 Good Very Good Good Good - 15236
July 2003 81.8 Good Very Good Good Good - 17374
July 2001 79.9 Good Very Good Good Good - 16950
September 1999 81.0 Good Very Good Good Good - 13706
September 1997 75.1 Fair Fair Good Satisfactory - 13372
October 1995 73.4 Fair Fair Good Satisfactory - 11678

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,335 1,335 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 10,194 9,684 510 0 0
Wearing Surfaces sq. ft. 9,226 8,765 461 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 154 152 2 0 0
Reinforced Concrete Pier Cap linear ft. 122 120 2 0 0
Joints
Strip Seal Joint linear ft. 267 267 0 0 0
Bearings
Elastomeric Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 463 463 0 0 0
BridgeReports.com | SR 33 NB(LR 1098) over NORFOLK SOUTHERN RR, Northampton County, Pennsylvania
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SR 33 NB(LR 1098) over NORFOLK SOUTHERN RR

Map

Coordinates:
+40.75038, -75.26472
40°45'01" N, 75°15'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 NB(LR 1098) over NORFOLK SOUTHERN RR
Structure number: 000000000028504
Old structure number: 480033012004950 (from 1992 edition)
Location: HERCULES CEMENT CO.
Purpose: Carries highway over railroad
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 92.9 ft. [28.3 m]
Total length: 303.2 ft. [92.4 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 22.6 ft. [6.9 m]
Skew angle: 13°
Owner: State Highway Agency [01]
Year built: 1970
Year reconstructed: 1998
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 5
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 26,508 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 69.9 tons [63.5 metric tons]
Inventory rating: 28.9 tons [26.3 metric tons]
Sufficiency rating: 70.1
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 70.1 Fair Satisfactory Satisfactory Satisfactory FO 26508
July 2013 70.1 Fair Satisfactory Satisfactory Satisfactory FO 26508
July 2011 73.3 Fair Satisfactory Satisfactory Satisfactory FO 16264
July 2009 72.6 Fair Satisfactory Satisfactory Satisfactory FO 17223
July 2007 73.3 Fair Satisfactory Satisfactory Satisfactory FO 16232
August 2005 62.1 Fair Good Satisfactory Satisfactory - 15236
July 2005 72.8 Fair Good Satisfactory Satisfactory - 15541
July 2003 60.5 Fair Good Satisfactory Satisfactory - 17374
July 2001 59.9 Fair Good Satisfactory Satisfactory - 16950
September 1999 63.9 Fair Good Satisfactory Satisfactory - 14557
September 1997 79.1 Fair Fair Satisfactory Satisfactory - 13869
October 1995 76.6 Fair Fair Satisfactory Satisfactory - 13214
October 1993 81.2 Fair Fair Good Satisfactory - 12577
January 1992 81.5 Fair Fair Good Satisfactory - 12158

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,744 1,743 1 0 0
Deck
Reinforced Concrete Deck sq. ft. 12,997 12,347 650 0 0
Wearing Surfaces sq. ft. 11,815 11,224 591 0 0
Substructure
Reinforced Concrete Column each 10 10 0 0 0
Reinforced Concrete Abutment linear ft. 97 90 7 0 0
Reinforced Concrete Pier Cap linear ft. 170 170 0 0 0
Joints
Strip Seal Joint linear ft. 179 179 0 0 0
Bearings
Elastomeric Bearing each 60 60 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 590 587 3 0 0
BridgeReports.com | SR 33 SB(LR 1098) over NORFOLK SOUTHERN RR, Northampton County, Pennsylvania
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SR 33 SB(LR 1098) over NORFOLK SOUTHERN RR

Map

Coordinates:
+40.75068, -75.26531
40°45'02" N, 75°15'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB(LR 1098) over NORFOLK SOUTHERN RR
Structure number: 000000000028506
Old structure number: 480033012104510 (from 1992 edition)
Location: HERCULES CEMENT CO.
Purpose: Carries highway over railroad
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 86.9 ft. [26.5 m]
Total length: 363.9 ft. [110.9 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 22.6 ft. [6.9 m]
Skew angle: 19°
Owner: State Highway Agency [01]
Year built: 1970
Year reconstructed: 1998
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 6
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 25,999 [as of 2014]
Truck traffic: 10% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 69.9 tons [63.5 metric tons]
Inventory rating: 30.9 tons [28.1 metric tons]
Sufficiency rating: 73.1
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 73.1 Fair Satisfactory Satisfactory Satisfactory FO 25999
July 2013 73.1 Fair Good Satisfactory Satisfactory FO 25999
July 2011 63.0 Fair Good Fair Satisfactory FO 16911
July 2009 74.7 Fair Good Satisfactory Satisfactory FO 16152
July 2007 76.9 Fair Good Satisfactory Satisfactory FO 15868
November 2005 64.8 Fair Good Satisfactory Satisfactory - 14895
July 2005 75.3 Fair Good Satisfactory Satisfactory - 15193
July 2003 68.7 Fair Good Satisfactory Satisfactory - 14084
July 2001 63.9 Fair Good Satisfactory Satisfactory - 13740
September 1999 65.7 Fair Good Satisfactory Satisfactory - 15271
September 1997 81.0 Fair Fair Satisfactory Satisfactory - 14550
October 1995 78.5 Fair Fair Satisfactory Satisfactory - 13862
October 1993 81.5 Fair Fair Good Satisfactory - 13194
January 1992 81.8 Fair Fair Good Satisfactory - 12755

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 2,167 2,165 2 0 0
Deck
Reinforced Concrete Deck sq. ft. 16,255 15,442 813 0 0
Wearing Surfaces sq. ft. 14,776 14,037 739 0 0
Substructure
Reinforced Concrete Column each 12 12 0 0 0
Reinforced Concrete Abutment linear ft. 101 97 4 0 0
Reinforced Concrete Pier Cap linear ft. 220 215 5 0 0
Joints
Strip Seal Joint linear ft. 228 228 0 0 0
Bearings
Elastomeric Bearing each 72 72 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 739 736 2 1 0
BridgeReports.com | SR 33 SB(LR 1098) over NORFOLK SOUTHERN RR, Northampton County, Pennsylvania
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SR 33 SB(LR 1098) over NORFOLK SOUTHERN RR

Map

Coordinates:
+40.76212, -75.27362
40°45'44" N, 75°16'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB(LR 1098) over NORFOLK SOUTHERN RR
Structure number: 000000000028508
Old structure number: 480033014106010 (from 1992 edition)
Location: 0.5 MI.N.PA.191 EXIT
Purpose: Carries highway over railroad
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 74.2 ft. [22.6 m]
Total length: 228.0 ft. [69.5 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 23.3 ft. [7.1 m]
Skew angle: 49°
Owner: State Highway Agency [01]
Year built: 1970
Year reconstructed: 1998
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 15,765 [as of 2014]
Truck traffic: 10% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 21.0 tons [19.1 metric tons]
Sufficiency rating: 64.8
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 64.8 Good Good Good Good FO 15765
July 2013 64.6 Good Good Good Good FO 15765
July 2011 52.8 Fair Good Good Fair FO 16911
August 2009 53.2 Fair Good Good Fair FO 16152
October 2008 66.0 Good Good Good Good FO 15063
August 2007 65.7 Good Good Good Good FO 15868
September 2005 70.1 Good Good Good Good - 14895
July 2005 66.0 Good Good Good Good - 15193
July 2003 71.4 Good Good Good Good - 14084
July 2001 69.5 Good Very Good Good Good - 13740
September 1999 70.2 Good Very Good Good Good - 11938
September 1997 75.7 Fair Fair Good Satisfactory - 11647
October 1995 73.5 Fair Fair Good Satisfactory - 11428
November 1993 88.2 Fair Fair Good Satisfactory - 10877
February 1992 88.3 Fair Fair Good Good - 10516

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,335 1,333 2 0 0
Deck
Reinforced Concrete Deck sq. ft. 10,194 9,684 510 0 0
Wearing Surfaces sq. ft. 9,267 8,804 463 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 154 152 2 0 0
Reinforced Concrete Pier Cap linear ft. 122 115 7 0 0
Joints
Strip Seal Joint linear ft. 267 267 0 0 0
Bearings
Elastomeric Bearing each 30 29 1 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 463 463 0 0 0
BridgeReports.com | SR 191(APPL.1019) over SR 33(LR 1098), Northampton County, Pennsylvania
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SR 191(APPL.1019) over SR 33(LR 1098)

Map

Coordinates:
+40.75508, -75.26875
40°45'18" N, 75°16'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 191(APPL.1019) over SR 33(LR 1098)
Structure number: 000000000028566
Old structure number: 480191017023480 (from 1992 edition)
Location: PA33 INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 98.1 ft. [29.9 m]
Total length: 274.9 ft. [83.8 m]
Roadway width between curbs: 76.8 ft. [23.4 m]
Deck width edge-to-edge: 87.9 ft. [26.8 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1970
Year reconstructed: 2010
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 4
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 16,820 [as of 2015]
Truck traffic: 8% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 60.8 tons [55.3 metric tons]
Inventory rating: 27.0 tons [24.5 metric tons]
Sufficiency rating: 76.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $3,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 76.0 Fair Good Satisfactory Satisfactory - 16820
March 2013 75.8 Fair Good Satisfactory Satisfactory - 16919
April 2011 81.1 Fair Good Satisfactory Satisfactory FO 8994
April 2009 67.3 Poor Poor Satisfactory Fair SD 8710
April 2007 68.1 Poor Poor Satisfactory Fair SD 11672
April 2005 68.0 Poor Poor Satisfactory Fair SD 11288
April 2003 69.1 Poor Poor Satisfactory Fair SD 10957

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 3,835 3,827 8 0 0
Deck
Reinforced Concrete Deck sq. ft. 24,097 0 24,097 0 0
Substructure
Reinforced Concrete Column each 15 14 1 0 0
Reinforced Concrete Abutment linear ft. 179 168 11 0 0
Reinforced Concrete Pier Cap linear ft. 268 261 7 0 0
Joints
Strip Seal Joint linear ft. 270 270 0 0 0
Bearings
Elastomeric Bearing each 112 112 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 1,096 1,096 0 0 0
BridgeReports.com | NATIONAL PARK DRIV over SLATEFORD CREEK, Northampton County, Pennsylvania
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NATIONAL PARK DRIV over SLATEFORD CREEK

Map

Coordinates:
+41.22614, -74.88261
41°13'34" N, 74°52'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: NATIONAL PARK DRIV over SLATEFORD CREEK
Structure number: 4320001P0000000
Location: 7 MILES EAST OF US. ROUTE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 100.1 ft. [30.5 m]
Total length: 105.3 ft. [32.1 m]
Roadway width between curbs: 28.2 ft. [8.6 m]
Deck width edge-to-edge: 31.8 ft. [9.7 m]
Skew angle: 21°
Owner: National Park Service [66]
Year built: 1972
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 13.5 / H 15 [2]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 155 [as of 2011]
Truck traffic: 16% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 37.0 tons [33.6 metric tons]
Inventory rating: 22.1 tons [20.1 metric tons]
Sufficiency rating: 73.1

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 73.1 Fair Good Good Satisfactory - 155
November 2013 73.1 Fair Good Good Satisfactory - 155
December 2011 73.1 Good Good Good Good - 155
November 2009 62.6 Fair Good Satisfactory Fair - 161
October 2007 62.6 Fair Good Satisfactory Fair - 161
October 2005 62.6 Fair Good Satisfactory Fair - 161
October 2003 77.5 Fair Good Satisfactory Fair - 161
October 2001 88.4 Good Good Very Good Good - 161
September 1999 62.5 Fair Good Satisfactory Fair - 161
BridgeReports.com | SR 3020 (LR 48063) over PA 33 (LR 1098), Northampton County, Pennsylvania
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SR 3020 (LR 48063) over PA 33 (LR 1098)

Map

Coordinates:
+40.70414, -75.29034
40°42'15" N, 75°17'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3020 (LR 48063) over PA 33 (LR 1098)
Structure number: 000000000028771
Old structure number: 483020012013850 (from 1992 edition)
Location: 2.2 MI.E.OF NEWBURG
Purpose: Carries highway over highway
Route classification: Collector (Urban) [17]
Length of largest span: 98.1 ft. [29.9 m]
Total length: 276.9 ft. [84.4 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.9 ft. [14.6 m]
Vertical clearance below bridge: 14.8 ft. [4.5 m]
Skew angle: 11°
Owner: State Highway Agency [01]
Year built: 1972
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 4
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 7,339 [as of 2016]
Truck traffic: 7% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 83.8 tons [76.2 metric tons]
Inventory rating: 23.0 tons [20.9 metric tons]
Sufficiency rating: 51.1
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $784,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 51.1 Poor Fair Satisfactory Poor SD 7339
October 2014 49.6 Poor Satisfactory Satisfactory Poor SD 6183
October 2012 49.9 Poor Satisfactory Satisfactory Poor SD 6186
October 2010 66.0 Fair Satisfactory Satisfactory Fair FO 6961
December 2008 66.1 Fair Satisfactory Satisfactory Fair FO 6868
October 2006 64.1 Fair Satisfactory Satisfactory Fair FO 6757
October 2004 55.1 Fair Satisfactory Good Satisfactory FO 6414
October 2002 62.0 Fair Satisfactory Good Satisfactory FO 6195
October 2000 62.6 Fair Satisfactory Good Satisfactory FO 5504
November 1998 62.7 Fair Satisfactory Good Satisfactory FO 5396
November 1996 83.1 Fair Very Good Good Satisfactory FO 5065
January 1995 91.0 Fair Very Good Good Satisfactory FO 4816
March 1993 95.3 Fair Good Good Satisfactory - 4588
June 1991 95.3 Fair Good Very Good Satisfactory - 4504

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,812 1,792 12 8 0
Deck
Reinforced Concrete Deck sq. ft. 12,916 12,507 409 0 0
Substructure
Reinforced Concrete Column each 9 5 4 0 0
Reinforced Concrete Abutment linear ft. 136 125 11 0 0
Reinforced Concrete Pier Cap linear ft. 144 46 35 63 0
Joints
Other Joint linear ft. 240 0 118 0 122
Bearings
Elastomeric Bearing each 56 56 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 536 533 3 0 0
BridgeReports.com | SR 33(LR 1098NB) over SR 22(LR772), Northampton County, Pennsylvania
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SR 33(LR 1098NB) over SR 22(LR772)

Map

Coordinates:
+40.68325, -75.28851
40°40'60" N, 75°17'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33(LR 1098NB) over SR 22(LR772)
Structure number: 000000000028493
Old structure number: 480033002000000 (from 1992 edition)
Location: US22/PA33 INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 136.2 ft. [41.5 m]
Total length: 215.9 ft. [65.8 m]
Roadway width between curbs: 52.5 ft. [16.0 m]
Deck width edge-to-edge: 56.4 ft. [17.2 m]
Vertical clearance below bridge: 14.1 ft. [4.3 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1972
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 36,052 [as of 2016]
Truck traffic: 10% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 61.8 tons [56.2 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 74.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $267,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 74.0 Fair Good Satisfactory Satisfactory FO 36052
May 2014 74.0 Fair Good Satisfactory Satisfactory FO 36048
May 2012 49.0 Poor Good Poor Satisfactory SD 28249
June 2010 74.0 Fair Good Satisfactory Satisfactory FO 28003
July 2008 75.0 Fair Good Satisfactory Satisfactory FO 28175
June 2006 75.0 Fair Very Good Satisfactory Satisfactory FO 27719
June 2004 62.0 Fair Very Good Satisfactory Satisfactory FO 25387
June 2002 65.1 Fair Very Good Satisfactory Satisfactory FO 14510
July 2000 65.5 Fair Very Good Satisfactory Satisfactory FO 13809
July 1998 54.8 Fair Satisfactory Satisfactory Fair FO 13538
July 1996 80.9 Fair Good Satisfactory Satisfactory FO 14128
July 1994 81.5 Fair Good Satisfactory Satisfactory FO 12713
September 1992 81.9 Fair Good Satisfactory Good FO 12089
November 1990 82.0 Fair Good Satisfactory Good FO 11979

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,710 1,710 0 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 12,260 12,260 0 0 0
Wearing Surfaces sq. ft. 11,392 11,392 0 0 0
Substructure
Reinforced Concrete Column each 6 5 1 0 0
Reinforced Concrete Abutment linear ft. 188 180 8 0 0
Reinforced Concrete Pier Cap linear ft. 116 85 27 4 0
Joints
Strip Seal Joint linear ft. 105 105 0 0 0
Compression Joint linear ft. 105 100 5 0 0
Bearings
Movable Bearing each 24 24 0 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Enclosed/Concealed Bearing each 16 16 0 0 0
Fixed Bearing each 8 8 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 304 304 0 0 0
BridgeReports.com | SR 33(LR 1098SB) over SR 22(LR 772), Northampton County, Pennsylvania
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SR 33(LR 1098SB) over SR 22(LR 772)

Map

Coordinates:
+40.68314, -75.28850
40°40'59" N, 75°17'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33(LR 1098SB) over SR 22(LR 772)
Structure number: 000000000028494
Old structure number: 480033002100000 (from 1992 edition)
Location: US22/PA33 INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 136.2 ft. [41.5 m]
Total length: 215.9 ft. [65.8 m]
Roadway width between curbs: 52.2 ft. [15.9 m]
Deck width edge-to-edge: 56.1 ft. [17.1 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1972
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 32,145 [as of 2016]
Truck traffic: 10% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 67.9 tons [61.7 metric tons]
Inventory rating: 39.9 tons [36.3 metric tons]
Sufficiency rating: 74.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $849,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 74.0 Fair Satisfactory Satisfactory Satisfactory FO 32145
May 2014 74.0 Fair Good Satisfactory Satisfactory FO 32142
May 2012 74.0 Fair Very Good Satisfactory Satisfactory FO 27519
June 2010 74.0 Fair Very Good Satisfactory Satisfactory FO 27279
July 2008 74.0 Fair Very Good Satisfactory Satisfactory FO 30954
June 2006 75.0 Fair Very Good Satisfactory Satisfactory FO 30452
June 2004 64.0 Fair Very Good Satisfactory Satisfactory FO 26036
June 2002 66.9 Fair Very Good Satisfactory Satisfactory FO 14799
July 2000 65.4 Fair Good Satisfactory Satisfactory FO 14084
July 1998 54.6 Fair Satisfactory Satisfactory Fair FO 13808
July 1996 82.4 Fair Good Good Satisfactory FO 11397
July 1994 82.4 Fair Good Good Satisfactory FO 11250
September 1992 82.7 Fair Good Good Satisfactory FO 10666
November 1990 82.9 Fair Good Good Satisfactory FO 10467

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,908 1,908 0 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 12,205 12,205 0 0 0
Wearing Surfaces sq. ft. 11,392 11,392 0 0 0
Substructure
Reinforced Concrete Column each 6 4 2 0 0
Reinforced Concrete Abutment linear ft. 191 184 7 0 0
Reinforced Concrete Pier Cap linear ft. 119 103 16 0 0
Joints
Strip Seal Joint linear ft. 105 105 0 0 0
Compression Joint linear ft. 105 105 0 0 0
Bearings
Movable Bearing each 27 27 0 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Enclosed/Concealed Bearing each 18 18 0 0 0
Fixed Bearing each 9 9 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 76 76 0 0 0
BridgeReports.com | SR2042 HECKTOWN RD over PA 33, Northampton County, Pennsylvania
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SR2042 HECKTOWN RD over PA 33

Map

Coordinates:
+40.69726, -75.28945
40°41'50" N, 75°17'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR2042 HECKTOWN RD over PA 33
Structure number: 000000000028495
Old structure number: 480033004000000 (from 1992 edition)
Location: HECKTOWN RD.OVER PA.33
Purpose: Carries highway overpass over highway
Route classification: Collector (Urban) [17]
Length of largest span: 97.1 ft. [29.6 m]
Total length: 269.0 ft. [82.0 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.9 ft. [14.6 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1972
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 4
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 8,693 [as of 2015]
Truck traffic: 8% of total traffic
Deck condition: Fair [5 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 84.8 tons [77.1 metric tons]
Inventory rating: 26.0 tons [23.6 metric tons]
Sufficiency rating: 70.4
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $1,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 70.4 Fair Fair Satisfactory Fair - 8693
April 2013 66.9 Fair Fair Satisfactory Fair FO 8744
April 2011 66.0 Fair Fair Satisfactory Fair FO 8749
April 2009 64.7 Fair Fair Fair Fair FO 10346
April 2007 64.9 Fair Satisfactory Fair Fair FO 10285
April 2005 42.2 Fair Satisfactory Fair Satisfactory FO 12632
April 2003 53.0 Fair Satisfactory Satisfactory Satisfactory FO 12262
May 2001 55.3 Fair Satisfactory Satisfactory Satisfactory FO 12022
May 1999 64.2 Fair Satisfactory Satisfactory Satisfactory FO 3100
June 1997 82.0 Fair Satisfactory Satisfactory Satisfactory FO 3100
July 1995 94.0 Fair Good Satisfactory Satisfactory FO 3100
August 1993 95.9 Fair Good Satisfactory Good FO 100
November 1991 98.9 Fair Good Satisfactory Good - 100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,832 1,808 24 0 0
Deck
Reinforced Concrete Deck sq. ft. 12,792 11,846 946 0 0
Substructure
Reinforced Concrete Column each 9 9 0 0 0
Reinforced Concrete Abutment linear ft. 96 92 4 0 0
Reinforced Concrete Pier Cap linear ft. 144 4 12 128 0
Joints
Pourable Joint linear ft. 3 0 3 0 0
Bearings
Elastomeric Bearing each 56 56 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 534 534 0 0 0
BridgeReports.com | SR 3011 (LR 48096) over CITY STS,RIVER,CAN,NSRC, Northampton County, Pennsylvania
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SR 3011 (LR 48096) over CITY STS,RIVER,CAN,NSRC

Map

Coordinates:
+40.61264, -75.37882
40°36'46" N, 75°22'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3011 (LR 48096) over CITY STS,RIVER,CAN,NSRC
Structure number: 000000000028761
Old structure number: 483011002003360 (from 1992 edition)
Location: PHILIP FAHY BRIDGE,NEW ST
Purpose: Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 315.0 ft. [96.0 m]
Total length: 1466.0 ft. [446.8 m]
Roadway width between curbs: 55.1 ft. [16.8 m]
Deck width edge-to-edge: 62.0 ft. [18.9 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 1990
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 4
Main spans material: Steel continuous [4]
Main spans design: Frame [07]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 17,253 [as of 2014]
Truck traffic: 3% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Poor [4 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 60.8 tons [55.3 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 47.6
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work: $3,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2015 47.6 Poor Satisfactory Poor Fair SD 17253
April 2013 62.2 Fair Satisfactory Fair Fair FO 17253
August 2011 49.7 Poor Satisfactory Poor Fair SD 10349
August 2009 66.4 Fair Fair Fair Fair FO 3859
August 2007 64.3 Fair Fair Fair Fair FO 7672
October 2005 59.6 Fair Fair Fair Fair FO 28430
August 2003 59.8 Fair Fair Fair Fair FO 27596
August 2001 60.1 Fair Fair Fair Fair FO 26262
September 1999 60.2 Fair Fair Fair Fair FO 25747
September 1997 60.5 Fair Fair Fair Fair - 24216
September 1995 77.3 Fair Fair Fair Satisfactory - 19825
September 1993 77.3 Fair Fair Fair Satisfactory - 19825
BridgeReports.com | SR 33 NB(LR 1098) over SCHOENECK CREEK, Northampton County, Pennsylvania
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SR 33 NB(LR 1098) over SCHOENECK CREEK

Map

Coordinates:
+40.72437, -75.27914
40°43'28" N, 75°16'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 NB(LR 1098) over SCHOENECK CREEK
Structure number: 000000000028499
Old structure number: 480033008012490 (from 1992 edition)
Location: 0.75 MI.N.OF PA.248
Purpose: Carries highway over waterway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 48.9 ft. [14.9 m]
Total length: 136.2 ft. [41.5 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Skew angle: 20°
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 1999
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 26,508 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 71.8 tons [65.3 metric tons]
Inventory rating: 28.9 tons [26.3 metric tons]
Sufficiency rating: 79.9
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 79.9 Fair Good Good Satisfactory - 26508
July 2013 79.9 Fair Good Good Satisfactory - 26508
July 2011 85.0 Fair Good Good Satisfactory - 16264
July 2009 84.5 Fair Good Good Satisfactory - 17223
October 2008 87.1 Good Very Good Good Good - 16171
August 2007 87.0 Good Very Good Good Good - 16232
July 2005 87.3 Good Very Good Good Good - 15236
July 2003 86.2 Good Very Good Good Good - 17374
July 2001 84.4 Good Very Good Good Good - 16950
July 1999 85.6 Good Very Good Good Good - 14557
July 1997 88.1 Good Good Good Good - 13869
August 1995 88.7 Good Good Good Good - 13214
September 1993 90.8 Good Good Good Good - 12577
December 1991 91.0 Good Good Good Good - 12158

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 799 798 1 0 0
Deck
Reinforced Concrete Deck sq. ft. 6,018 5,921 97 0 0
Wearing Surfaces sq. ft. 5,471 5,383 88 0 0
Substructure
Reinforced Concrete Column each 4 4 0 0 0
Reinforced Concrete Pier Wall linear ft. 56 52 4 0 0
Reinforced Concrete Abutment linear ft. 102 90 12 0 0
Reinforced Concrete Pier Cap linear ft. 90 90 0 0 0
Joints
Strip Seal Joint linear ft. 94 94 0 0 0
Bearings
Elastomeric Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 273 223 44 6 0
BridgeReports.com | SR 33 NB(LR 1098) over T-516 VAN BUREN RD., Northampton County, Pennsylvania
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SR 33 NB(LR 1098) over T-516 VAN BUREN RD.

Map

Coordinates:
+40.72729, -75.27567
40°43'38" N, 75°16'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 NB(LR 1098) over T-516 VAN BUREN RD.
Structure number: 000000000028501
Old structure number: 480033009000000 (from 1992 edition)
Location: 1 MI N.OF PA. 248
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 107.9 ft. [32.9 m]
Total length: 191.9 ft. [58.5 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 15.4 ft. [4.7 m]
Skew angle: 37°
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 1999
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 26,508 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 61.8 tons [56.2 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 68.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 68.0 Fair Satisfactory Fair Satisfactory - 26508
April 2013 68.0 Fair Satisfactory Fair Satisfactory - 26508
April 2011 85.9 Fair Good Satisfactory Good - 16264
April 2009 85.4 Fair Good Satisfactory Good - 17223
April 2007 86.9 Fair Good Satisfactory Good - 16232
April 2005 87.4 Fair Good Satisfactory Good - 15236
April 2003 86.4 Fair Good Satisfactory Good - 17374
May 2001 84.6 Good Good Good Good - 16950
July 1999 85.8 Good Very Good Good Good - 14557
July 1997 76.0 Fair Satisfactory Fair Good - 13869
August 1995 74.7 Fair Satisfactory Fair Good - 13214
August 1993 75.0 Fair Satisfactory Fair Good - 12577
November 1991 75.3 Fair Good Fair Good - 12158

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,135 125 661 349 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 8,316 8,316 0 0 0
Wearing Surfaces sq. ft. 7,560 7,560 0 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 118 106 12 0 0
Reinforced Concrete Pier Cap linear ft. 110 70 40 0 0
Joints
Strip Seal Joint linear ft. 110 110 0 0 0
Bearings
Movable Bearing each 18 0 18 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 18 0 18 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 379 324 54 1 0
BridgeReports.com | SR 33 SB(LR 1098) over SR 248 (LR 175), Northampton County, Pennsylvania
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SR 33 SB(LR 1098) over SR 248 (LR 175)

Map

Coordinates:
+40.71710, -75.28825
40°43'02" N, 75°17'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB(LR 1098) over SR 248 (LR 175)
Structure number: 000000000028498
Old structure number: 480033007100000 (from 1992 edition)
Location: PA 248 EXIT
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 131.9 ft. [40.2 m]
Total length: 212.9 ft. [64.9 m]
Roadway width between curbs: 54.1 ft. [16.5 m]
Deck width edge-to-edge: 58.1 ft. [17.7 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 17°
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 1999
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 25,999 [as of 2014]
Truck traffic: 10% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 61.8 tons [56.2 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 79.9
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 79.9 Fair Good Satisfactory Satisfactory - 25999
April 2013 76.4 Fair Good Satisfactory Good FO 25999
April 2011 81.1 Fair Good Satisfactory Good FO 16911
April 2009 81.5 Good Good Good Good FO 16152
April 2007 85.0 Good Good Good Good - 15868
April 2005 72.1 Good Good Good Good - 14895
April 2003 73.6 Good Good Good Good - 14084
May 2001 71.8 Good Very Good Good Good - 13740
July 1999 70.9 Good Very Good Good Good - 15271
July 1997 73.3 Fair Fair Fair Satisfactory - 14550
August 1995 84.2 Fair Fair Satisfactory Satisfactory - 13862
August 1993 84.5 Fair Fair Satisfactory Good - 13194
November 1991 84.7 Fair Fair Satisfactory Good - 12755

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,110 1,855 255 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 13,118 13,118 0 0 0
Wearing Surfaces sq. ft. 12,282 12,282 0 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 134 123 11 0 0
Reinforced Concrete Pier Cap linear ft. 129 115 14 0 0
Joints
Strip Seal Joint linear ft. 140 140 0 0 0
Bearings
Movable Bearing each 30 0 30 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 30 0 30 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 426 426 0 0 0
BridgeReports.com | SR 33 SB(LR 1098) over SCHOENECK CREEK, Northampton County, Pennsylvania
Share:

SR 33 SB(LR 1098) over SCHOENECK CREEK

Map

Coordinates:
+40.72468, -75.27928
40°43'29" N, 75°16'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB(LR 1098) over SCHOENECK CREEK
Structure number: 000000000028500
Old structure number: 480033008111820 (from 1992 edition)
Location: 0.75 MI N OF PA 248
Purpose: Carries highway over waterway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 48.9 ft. [14.9 m]
Total length: 136.2 ft. [41.5 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Skew angle: 20°
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 1999
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 25,999 [as of 2014]
Truck traffic: 10% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 71.8 tons [65.3 metric tons]
Inventory rating: 28.9 tons [26.3 metric tons]
Sufficiency rating: 80.2
Recommended work: Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 80.2 Fair Good Good Satisfactory - 25999
July 2013 80.2 Fair Good Good Satisfactory - 25999
July 2011 85.7 Good Good Good Good - 16911
July 2009 85.1 Fair Good Good Satisfactory - 16152
October 2008 86.6 Good Good Good Good - 15063
August 2007 86.2 Good Good Good Good - 15868
July 2005 86.4 Good Good Good Good - 14895
July 2003 87.8 Good Very Good Good Good - 14084
July 2001 86.0 Good Very Good Good Good - 13740
July 1999 85.2 Good Very Good Good Good - 15271
July 1997 87.8 Fair Satisfactory Good Good - 14550
August 1995 88.4 Fair Satisfactory Good Good - 13862
September 1993 90.5 Fair Satisfactory Good Good - 13194
December 1991 90.7 Fair Satisfactory Good Good - 12755

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 799 799 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 6,018 5,717 301 0 0
Wearing Surfaces sq. ft. 5,471 0 5,471 0 0
Substructure
Reinforced Concrete Column each 4 4 0 0 0
Reinforced Concrete Pier Wall linear ft. 56 50 6 0 0
Reinforced Concrete Abutment linear ft. 102 92 10 0 0
Reinforced Concrete Pier Cap linear ft. 90 88 2 0 0
Joints
Strip Seal Joint linear ft. 94 76 18 0 0
Bearings
Elastomeric Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 273 266 3 4 0
BridgeReports.com | SR 33 SB(LR1098) over T-516 VAN BUREN RD., Northampton County, Pennsylvania
Share:

SR 33 SB(LR1098) over T-516 VAN BUREN RD.

Map

Coordinates:
+40.72692, -75.27563
40°43'37" N, 75°16'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB(LR1098) over T-516 VAN BUREN RD.
Structure number: 000000000028502
Old structure number: 480033009100000 (from 1992 edition)
Location: 1 MI N OF PA 248
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 107.9 ft. [32.9 m]
Total length: 187.0 ft. [57.0 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Vertical clearance below bridge: 14.1 ft. [4.3 m]
Skew angle: 37°
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 1999
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 25,999 [as of 2014]
Truck traffic: 10% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 67.9 tons [61.7 metric tons]
Inventory rating: 40.9 tons [37.2 metric tons]
Sufficiency rating: 66.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 66.0 Fair Satisfactory Fair Satisfactory - 25999
April 2013 64.0 Fair Satisfactory Fair Satisfactory FO 25999
April 2011 80.1 Fair Good Satisfactory Good FO 16911
April 2009 80.5 Fair Good Satisfactory Good FO 16152
April 2007 84.9 Fair Good Satisfactory Good - 15868
April 2005 85.4 Fair Good Satisfactory Good - 14895
April 2003 85.8 Fair Good Satisfactory Good - 14084
May 2001 84.0 Good Very Good Good Good - 13740
July 1999 83.2 Good Very Good Good Good - 15271
July 1997 73.3 Fair Satisfactory Fair Good - 14550
August 1995 72.1 Fair Satisfactory Fair Good - 13862
August 1993 72.5 Fair Good Fair Good - 13194
November 1991 72.7 Fair Good Fair Good - 12755

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,109 790 319 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 8,129 8,052 77 0 0
Wearing Surfaces sq. ft. 7,390 7,320 70 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 220 214 6 0 0
Reinforced Concrete Pier Cap linear ft. 220 200 18 2 0
Joints
Strip Seal Joint linear ft. 110 110 0 0 0
Bearings
Movable Bearing each 18 0 18 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 18 0 18 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 370 350 0 20 0
BridgeReports.com | SR 33NB(LR 1098) over SR 248(LR 175), Northampton County, Pennsylvania
Share:

SR 33NB(LR 1098) over SR 248(LR 175)

Map

Coordinates:
+40.71736, -75.28859
40°43'02" N, 75°17'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33NB(LR 1098) over SR 248(LR 175)
Structure number: 000000000028497
Old structure number: 480033007000000 (from 1992 edition)
Location: PA 248 INTERCHANGE
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 131.9 ft. [40.2 m]
Total length: 214.9 ft. [65.5 m]
Roadway width between curbs: 59.4 ft. [18.1 m]
Deck width edge-to-edge: 69.2 ft. [21.1 m]
Vertical clearance below bridge: 14.8 ft. [4.5 m]
Skew angle: 17°
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 1999
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 30,733 [as of 2014]
Truck traffic: 13% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 62.9 tons [57.2 metric tons]
Inventory rating: 38.0 tons [34.5 metric tons]
Sufficiency rating: 68.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 68.0 Fair Satisfactory Fair Satisfactory - 30733
April 2013 64.0 Fair Satisfactory Fair Satisfactory FO 30733
April 2011 74.0 Fair Satisfactory Satisfactory Satisfactory FO 27901
April 2009 74.0 Fair Satisfactory Good Good FO 27185
April 2007 79.0 Good Good Good Good - 30030
April 2005 78.0 Good Good Good Good - 24264
April 2003 78.0 Good Good Good Good - 23835
May 2001 78.0 Good Very Good Good Good - 20104
July 1999 80.7 Good Very Good Good Good - 15440
July 1997 70.1 Fair Fair Fair Satisfactory - 16969
August 1995 83.0 Fair Fair Satisfactory Satisfactory - 14002
August 1993 84.0 Fair Fair Satisfactory Satisfactory - 12391
November 1991 84.3 Fair Fair Satisfactory Good - 11979

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,343 1,418 925 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 14,713 14,713 0 0 0
Wearing Surfaces sq. ft. 13,873 13,873 0 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 143 130 13 0 0
Reinforced Concrete Pier Cap linear ft. 143 116 27 0 0
Joints
Strip Seal Joint linear ft. 136 136 0 0 0
Bearings
Movable Bearing each 33 0 33 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 33 0 33 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 426 366 30 0 30
BridgeReports.com | LR 1098 RAMP C over T-454(COUNTRY CLUB RD.), Northampton County, Pennsylvania
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LR 1098 RAMP C over T-454(COUNTRY CLUB RD.)

Map

Coordinates:
+40.68526, -75.29199
40°41'07" N, 75°17'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LR 1098 RAMP C over T-454(COUNTRY CLUB RD.)
Structure number: 000000000028952
Old structure number: 488001025011430 (from 1992 edition)
Location: RAMP 33 SB TO US 22 WEST.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 124.0 ft. [37.8 m]
Total length: 201.1 ft. [61.3 m]
Roadway width between curbs: 30.2 ft. [9.2 m]
Deck width edge-to-edge: 34.5 ft. [10.5 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 46°
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 14,755 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 73.8 tons [67.1 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 80.3
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $144,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 80.3 Fair Good Satisfactory Satisfactory - 14755
April 2014 83.4 Fair Good Satisfactory Satisfactory - 13130
April 2012 80.1 Fair Good Satisfactory Satisfactory FO 13066
April 2010 89.0 Fair Good Satisfactory Satisfactory FO 52
April 2008 91.0 Fair Good Satisfactory Satisfactory - 51
March 2006 94.0 Fair Good Satisfactory Satisfactory - 50
March 2004 93.0 Fair Good Satisfactory Satisfactory - 48
March 2002 94.0 Fair Good Satisfactory Satisfactory - 45
April 2000 83.0 Fair Satisfactory Fair Satisfactory - 44
May 1998 83.0 Fair Satisfactory Fair Good - 43
May 1996 94.0 Fair Satisfactory Satisfactory Good - 40
May 1994 94.0 Fair Satisfactory Satisfactory Good - 38
July 1992 94.0 Fair Good Satisfactory Good - 37

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,015 990 25 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 8,820 8,820 0 0 0
Wearing Surfaces sq. ft. 8,428 8,428 0 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 100 93 7 0 0
Reinforced Concrete Pier Cap linear ft. 92 88 4 0 0
Joints
Strip Seal Joint linear ft. 86 86 0 0 0
Pourable Joint linear ft. 86 86 0 0 0
Bearings
Movable Bearing each 20 8 12 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Enclosed/Concealed Bearing each 10 5 5 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 392 392 0 0 0
BridgeReports.com | LR1098RMPB(SR8001) over T-454(COUNTRY CLUB RD.), Northampton County, Pennsylvania
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LR1098RMPB(SR8001) over T-454(COUNTRY CLUB RD.)

Map

Coordinates:
+40.68192, -75.29215
40°40'55" N, 75°17'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LR1098RMPB(SR8001) over T-454(COUNTRY CLUB RD.)
Structure number: 000000000028951
Old structure number: 488001001007740 (from 1992 edition)
Location: RAMP 22 EB TO PA 33 SB
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 125.0 ft. [38.1 m]
Total length: 206.0 ft. [62.8 m]
Roadway width between curbs: 30.2 ft. [9.2 m]
Deck width edge-to-edge: 34.5 ft. [10.5 m]
Vertical clearance below bridge: 14.8 ft. [4.5 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 9,086 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 65.9 tons [59.9 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 91.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 91.0 Fair Good Satisfactory Satisfactory - 9086
April 2014 93.0 Fair Good Satisfactory Satisfactory - 8450
April 2012 89.0 Fair Good Satisfactory Good FO 7133
April 2010 90.0 Fair Good Satisfactory Good FO 52
April 2008 91.0 Good Good Good Good - 51
March 2006 95.0 Good Good Good Good - 50
March 2004 94.0 Good Good Good Good - 48
March 2002 95.0 Good Good Good Good - 45
April 2000 95.0 Good Good Good Good - 44
May 1998 95.0 Good Good Good Good - 43
May 1996 95.0 Good Good Good Good - 40
May 1994 95.0 Good Good Good Good - 38
July 1992 95.0 Good Good Good Good - 37

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 960 930 30 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 7,015 7,015 0 0 0
Wearing Surfaces sq. ft. 6,197 6,197 0 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 108 103 5 0 0
Reinforced Concrete Pier Cap linear ft. 92 87 5 0 0
Joints
Strip Seal Joint linear ft. 68 68 0 0 0
Pourable Joint linear ft. 68 68 0 0 0
Bearings
Movable Bearing each 15 0 15 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Enclosed/Concealed Bearing each 10 10 0 0 0
Fixed Bearing each 5 5 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 409 408 0 1 0
BridgeReports.com | SR 2028 (LR 48017) over SR 33 (LR 1098), Northampton County, Pennsylvania
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SR 2028 (LR 48017) over SR 33 (LR 1098)

Map

Coordinates:
+40.67853, -75.29070
40°40'43" N, 75°17'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2028 (LR 48017) over SR 33 (LR 1098)
Structure number: 000000000028743
Old structure number: 482028008012460 (from 1992 edition)
Location: CHURCH RD. OVER PA.33
Purpose: Carries highway and pedestrian walkway over highway
Route classification: Local (Urban) [19]
Length of largest span: 120.1 ft. [36.6 m]
Total length: 318.9 ft. [97.2 m]
Roadway width between curbs: 35.4 ft. [10.8 m]
Deck width edge-to-edge: 48.9 ft. [14.9 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 25°
Owner: State Highway Agency [01]
Year built: 1972
Year reconstructed: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 2,442 [as of 2015]
Truck traffic: 3% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 65.9 tons [59.9 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 87.7
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 87.7 Good Good Good Good FO 2442
November 2013 87.7 Good Good Good Good FO 2456
November 2011 86.5 Good Good Good Good FO 2768
November 2009 87.6 Fair Good Satisfactory Satisfactory - 2681
November 2007 87.5 Fair Good Satisfactory Satisfactory - 2890
November 2005 73.2 Fair Good Satisfactory Satisfactory - 2795
November 2003 73.2 Fair Good Good Satisfactory - 2746
November 2001 75.1 Fair Very Good Good Satisfactory - 1449
January 2000 75.1 Fair Satisfactory Satisfactory Satisfactory FO 1393
February 1998 90.3 Fair Satisfactory Satisfactory Satisfactory FO 1337
March 1996 90.4 Fair Satisfactory Satisfactory Satisfactory FO 1270
March 1994 90.1 Fair Satisfactory Satisfactory Satisfactory FO 1204
May 1992 94.2 Fair Satisfactory Satisfactory Satisfactory - 1171
August 1990 94.2 Fair Good Satisfactory Good - 1123

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,237 2,237 0 0 0
Steel Protective Coating sq. ft. 43,013 43,013 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 15,552 15,552 0 0 0
Wearing Surfaces sq. ft. 11,469 11,469 0 0 0
Substructure
Reinforced Concrete Column each 9 9 0 0 0
Reinforced Concrete Abutment linear ft. 112 102 10 0 0
Reinforced Concrete Pier Cap linear ft. 147 143 4 0 0
Joints
Strip Seal Joint linear ft. 96 96 0 0 0
Pourable Joint linear ft. 96 96 0 0 0
Bearings
Movable Bearing each 28 14 14 0 0
Steel Protective Coating sq. ft. 43,013 43,013 0 0 0
Fixed Bearing each 21 21 0 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 412 412 0 0 0
BridgeReports.com | SILVER CREST ROAD over E. BR. MONOCACY CREEK, Northampton County, Pennsylvania
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SILVER CREST ROAD over E. BR. MONOCACY CREEK

Map

Coordinates:
+40.71646, -75.36853
40°42'59" N, 75°22'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SILVER CREST ROAD over E. BR. MONOCACY CREEK
Structure number: 000000000028889
Old structure number: 487215048391080 (from 1992 edition)
Location: SE OF BATH
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 37.1 ft. [11.3 m]
Total length: 39.0 ft. [11.9 m]
Roadway width between curbs: 42.0 ft. [12.8 m]
Deck width edge-to-edge: 45.9 ft. [14.0 m]
Skew angle: 10°
Owner: County Highway Agency [02]
Year built: 1973
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Precast Panels [2]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 450 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 66.9 tons [60.8 metric tons]
Inventory rating: 30.9 tons [28.1 metric tons]
Sufficiency rating: 97.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 97.0 Fair Good Satisfactory Good - 450
April 2014 97.0 Fair Good Satisfactory Good - 450
April 2012 96.9 Fair Good Satisfactory Good - 450
April 2010 97.0 Good Good Good Good - 350
May 2008 97.0 Good Good Good Good - 350
November 2005 97.7 Good Very Good Very Good Very Good - 350
November 2003 97.7 Good Very Good Very Good Very Good - 350
November 2001 97.6 Good Very Good Very Good Very Good - 350
November 1999 97.6 Good Very Good Very Good Very Good - 350
November 1997 99.9 Good Very Good Very Good Very Good - 350
November 1996 99.9 Good Very Good Very Good Very Good - 350
December 1995 99.9 Good Very Good Very Good Very Good - 350
December 1993 99.9 Good Very Good Very Good Very Good - 350
January 1992 99.9 Good Very Good Very Good Very Good - 350
January 1990 99.9 Good Very Good Very Good Very Good - 350
BridgeReports.com | LAKE MINSI ROAD over MARTINS CREEK, Northampton County, Pennsylvania
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LAKE MINSI ROAD over MARTINS CREEK

Map

Coordinates:
+40.90767, -75.17062
40°54'28" N, 75°10'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LAKE MINSI ROAD over MARTINS CREEK
Structure number: 000000000028882
Old structure number: 487214079700010 (from 1992 edition)
Location: 1.5 M. E OF NORTH BANGOR
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 20.0 ft. [6.1 m]
Total length: 43.0 ft. [13.1 m]
Roadway width between curbs: 40.7 ft. [12.4 m]
Deck width edge-to-edge: 44.0 ft. [13.4 m]
Skew angle: 40°
Owner: Town or Township Highway Agency [03]
Year built: 1974
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Culvert [19]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 56.9 tons [51.7 metric tons]
Inventory rating: 33.9 tons [30.8 metric tons]
Sufficiency rating: 99.3

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
October 2015 99.3 Good 7 out of 10 - 200
October 2013 99.3 Good 7 out of 10 - 200
October 2011 99.4 Good 7 out of 10 - 200
October 2009 99.3 Good 7 out of 10 - 170
October 2007 99.3 Good 7 out of 10 - 170
October 2005 99.2 Good 7 out of 10 - 170
October 2003 99.2 Good 7 out of 10 - 170
October 2001 97.7 Good 7 out of 10 - 170
October 1999 97.7 Good 7 out of 10 - 170
October 1997 97.7 Good 7 out of 10 - 170
October 1995 97.7 Good 8 out of 10 - 170
October 1993 97.7 Good 8 out of 10 - 170
October 1991 97.7 Good 8 out of 10 - 170
January 1990 98.9 Good N out of 10 - 170
BridgeReports.com | CREEK ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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CREEK ROAD over MONOCACY CREEK

Map

Coordinates:
+40.73200, -75.39730
40°43'55" N, 75°23'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CREEK ROAD over MONOCACY CREEK
Structure number: 000000000028921
Old structure number: 487402000092320 (from 1992 edition)
Location: WEST OF PA 987
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 50.9 ft. [15.5 m]
Total length: 53.2 ft. [16.2 m]
Roadway width between curbs: 42.0 ft. [12.8 m]
Deck width edge-to-edge: 45.9 ft. [14.0 m]
Skew angle: 15°
Owner: County Highway Agency [02]
Year built: 1976
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 85.8 tons [78.0 metric tons]
Inventory rating: 38.0 tons [34.5 metric tons]
Sufficiency rating: 97.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 97.0 Fair Satisfactory Good Good - 200
April 2014 97.0 Fair Satisfactory Good Good - 200
April 2012 97.0 Fair Satisfactory Good Good - 200
April 2010 93.0 Fair Satisfactory Good Good - 200
May 2008 93.0 Fair Satisfactory Good Good - 200
October 2005 95.0 Good Good Good Very Good - 50
October 2003 95.0 Good Good Good Very Good - 50
October 2001 95.0 Good Good Good Very Good - 50
October 1999 95.0 Good Good Good Very Good - 50
October 1997 95.0 Good Good Good Very Good - 50
November 1996 95.0 Good Good Good Very Good - 50
October 1994 95.0 Good Good Good Very Good - 50
November 1992 93.0 Good Good Good Very Good - 50
January 1992 93.0 Good Good Good Very Good - 50
December 1989 95.0 Good Good Good Very Good - 50
BridgeReports.com | PA 946(LR 563) over SPRING CREEK, Northampton County, Pennsylvania
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PA 946(LR 563) over SPRING CREEK

Map

Coordinates:
+40.72944, -75.34101
40°43'46" N, 75°20'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 946(LR 563) over SPRING CREEK
Structure number: 000000000028648
Old structure number: 480946029000000 (from 1992 edition)
Location: 2 M. N.OF PA 191 INTERS.
Purpose: Carries highway over waterway
Route classification: Collector (Urban) [17]
Length of largest span: 34.1 ft. [10.4 m]
Total length: 37.1 ft. [11.3 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 43.6 ft. [13.3 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 1977
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 5,145 [as of 2016]
Truck traffic: 8% of total traffic
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 53.9 tons [49.0 metric tons]
Inventory rating: 31.9 tons [29.0 metric tons]
Sufficiency rating: 95.5

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
October 2016 95.5 Good 7 out of 10 - 5145
November 2014 98.9 Good 7 out of 10 - 4102
December 2012 98.8 Good 7 out of 10 - 4129
December 2010 98.9 Good 7 out of 10 - 3793
December 2008 99.0 Good 7 out of 10 - 3742
December 2006 97.5 Good 7 out of 10 - 5207
December 2004 97.6 Good 7 out of 10 - 5039
January 2003 98.6 Good 7 out of 10 - 4979
January 2001 98.9 Good 7 out of 10 - 3765
February 1999 98.9 Good 7 out of 10 - 3765
March 1997 99.4 Good 7 out of 10 - 2277
April 1995 99.3 Good 7 out of 10 - 2221
May 1993 99.4 Good 8 out of 10 - 2114
July 1991 99.4 Good 8 out of 10 - 2024
BridgeReports.com | SR 1010 (LR 48087) over TRIB.TO BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 1010 (LR 48087) over TRIB.TO BUSHKILL CREEK

Map

Coordinates:
+40.79843, -75.30919
40°47'54" N, 75°18'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1010 (LR 48087) over TRIB.TO BUSHKILL CREEK
Structure number: 000000000028665
Old structure number: 481010002021560 (from 1992 edition)
Location: BELFAST RD. & KELLER RD.
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 32.2 ft. [9.8 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 38.4 ft. [11.7 m]
Deck width edge-to-edge: 39.7 ft. [12.1 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1977
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 1,291 [as of 2015]
Truck traffic: 5% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 72.8 tons [66.2 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 96.4

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 96.4 Good Good Good Good - 1291
September 2013 96.5 Good Good Good Good - 1046
September 2011 96.5 Good Good Good Good - 1047
September 2009 96.5 Good Good Good Good - 1136
September 2007 96.5 Good Good Good Good - 1129
September 2005 99.5 Good Good Good Good - 1108
January 2004 99.7 Good Good Good Good - 755
February 2002 99.7 Good Good Good Good - 730
April 2000 99.7 Good Good Good Good - 730
April 1998 99.7 Good Good Good Good - 700
May 1996 99.7 Good Good Very Good Very Good - 651
May 1994 99.7 Good Good Very Good Very Good - 619
July 1992 99.7 Good Good Very Good Very Good - 646
September 1990 99.7 Good Good Very Good Very Good - 619

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Substructure
Reinforced Concrete Abutment linear ft. 95 75 20 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 64 64 0 0 0
Deck
Reinforced Concrete Slab sq. ft. 1,239 0 1,239 0 0
BridgeReports.com | SR 1002 (LR 48025) over MUD RUN, Northampton County, Pennsylvania
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SR 1002 (LR 48025) over MUD RUN

Map

Coordinates:
+40.76933, -75.20462
40°46'10" N, 75°12'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1002 (LR 48025) over MUD RUN
Structure number: 000000000028656
Old structure number: 481002014015100 (from 1992 edition)
Location: 2 MI.S.OF MARTINS CREEK
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 16.1 ft. [4.9 m]
Total length: 33.1 ft. [10.1 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1978
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 5,918 [as of 2015]
Truck traffic: 11% of total traffic
Structural appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 55.9 tons [50.8 metric tons]
Inventory rating: 35.0 tons [31.8 metric tons]
Sufficiency rating: 94.9

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
September 2015 94.9 Good 7 out of 10 - 5918
October 2013 95.2 Good 7 out of 10 - 5502
October 2011 95.2 Good 7 out of 10 - 5487
December 2009 95.2 Good 7 out of 10 - 5499
December 2007 95.3 Good 7 out of 10 - 5394
December 2005 95.3 Good 7 out of 10 - 5216
December 2003 95.9 Good 7 out of 10 - 4569
December 2001 94.8 Good 7 out of 10 - 4418
February 2000 95.1 Good 7 out of 10 - 4005
February 1998 94.3 Good 7 out of 10 - 4044
March 1996 94.4 Good 8 out of 10 - 3949
March 1994 94.5 Good 8 out of 10 - 3847
May 1992 94.5 Good 8 out of 10 - 3847
August 1990 94.6 Good 8 out of 10 - 3693

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Culvert
Reinforced Concrete Culvert linear ft. 290 280 10 0 0
BridgeReports.com | FOX GAP ROAD over MARTINS CREEK, Northampton County, Pennsylvania
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FOX GAP ROAD over MARTINS CREEK

Map

Coordinates:
+40.89994, -75.20153
40°53'60" N, 75°12'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: FOX GAP ROAD over MARTINS CREEK
Structure number: 000000000028883
Old structure number: 487214074300020 (from 1992 edition)
Location: 1 MI N OF EAST BANGOR
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 35.4 ft. [10.8 m]
Owner: Town or Township Highway Agency [03]
Year built: 1979
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Not applicable [N]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 530 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 85.8 tons [78.0 metric tons]
Inventory rating: 51.9 tons [47.2 metric tons]
Sufficiency rating: 99.9
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 99.9 Good Good Good Good - 530
October 2013 99.9 Good Good Good Good - 530
October 2011 98.9 Good Good Good Good - 530
October 2009 98.9 Good Good Good Good - 530
October 2007 98.9 Good Good Good Good - 530
October 2005 98.9 Good Good Good Good - 530
October 2003 98.9 Good Good Good Good - 530
BridgeReports.com | GALL ROAD over LITTLE BUSHKILL CREEK, Northampton County, Pennsylvania
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GALL ROAD over LITTLE BUSHKILL CREEK

Map

Coordinates:
+40.76446, -75.27017
40°45'52" N, 75°16'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: GALL ROAD over LITTLE BUSHKILL CREEK
Structure number: 000000000028862
Old structure number: 487213061990770 (from 1992 edition)
Location: 1 M. EAST OF PA 191
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 56.1 ft. [17.1 m]
Total length: 58.1 ft. [17.7 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 35.8 ft. [10.9 m]
Owner: County Highway Agency [02]
Year built: 1979
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Precast Panels [2]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present desirable criteria [8]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 91.9 tons [83.5 metric tons]
Inventory rating: 31.9 tons [29.0 metric tons]
Sufficiency rating: 89.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 89.9 Good Good Good Good - 100
December 2013 89.9 Good Good Good Good - 100
December 2011 89.9 Good Good Good Good - 100
December 2009 90.9 Good Good Good Very Good - 100
March 2008 90.9 Good Good Good Very Good - 100
September 2005 90.7 Good Very Good Very Good Good - 100
October 2003 90.7 Good Very Good Very Good Very Good - 100
October 2001 90.7 Good Very Good Very Good Very Good - 100
October 1999 90.7 Good Very Good Very Good Very Good - 100
November 1997 90.7 Good Very Good Very Good Very Good - 100
September 1996 95.0 Good Very Good Very Good Very Good - 100
November 1994 95.0 Good Very Good Very Good Very Good - 100
February 1993 95.0 Good Very Good Very Good Very Good - 100
January 1992 95.0 Good Very Good Very Good Very Good - 100
January 1990 95.0 Good Very Good Very Good Very Good - 100
BridgeReports.com | MAIN ST/BERGER RD over GLENDON CREEK, Northampton County, Pennsylvania
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MAIN ST/BERGER RD over GLENDON CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MAIN ST/BERGER RD over GLENDON CREEK
Structure number: 000000000028924
Old structure number: 487406000092330 (from 1992 edition)
Location: 0.1 M. SOUTH OF SR 2012
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 25.9 ft. [7.9 m]
Total length: 25.9 ft. [7.9 m]
Roadway width between curbs: 36.1 ft. [11.0 m]
Deck width edge-to-edge: 39.4 ft. [12.0 m]
Skew angle: 35°
Owner: County Highway Agency [02]
Year built: 1979
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 300 [as of 2010]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present desirable criteria [8]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 91.9 tons [83.5 metric tons]
Inventory rating: 54.9 tons [49.9 metric tons]
Sufficiency rating: 97.9

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
June 2016 97.9 Good 7 out of 10 - 300
June 2014 97.9 Good 7 out of 10 - 300
June 2012 97.9 Good 7 out of 10 - 300
June 2010 97.9 Good 7 out of 10 - 200
June 2008 97.9 Good 7 out of 10 - 200
October 2005 99.9 Good 8 out of 10 - 200
October 2003 99.9 Good 8 out of 10 - 200
October 2001 99.9 Good 8 out of 10 - 200
October 1999 99.9 Good 8 out of 10 - 200
November 1997 99.9 Good 8 out of 10 - 200
October 1996 99.9 Good 8 out of 10 - 200
December 1995 99.9 Good 8 out of 10 - 200
December 1993 99.9 Good 8 out of 10 - 200
January 1992 99.9 Good 8 out of 10 - 200
January 1990 99.9 Good 8 out of 10 - 200
BridgeReports.com | MEADOW LANE DRIVE over TRIB. TO DELAWARE RIVER, Northampton County, Pennsylvania
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MEADOW LANE DRIVE over TRIB. TO DELAWARE RIVER

Map

Coordinates:
+40.72278, -75.20417
40°43'22" N, 75°12'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MEADOW LANE DRIVE over TRIB. TO DELAWARE RIVER
Structure number: 000000000047416
Location: NE OF CHESTNUT HILL
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 9.8 ft. [3.0 m]
Total length: 21.0 ft. [6.4 m]
Owner: Town or Township Highway Agency [03]
Year built: 1980
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2012]
Structural appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition: Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 52.9 tons [48.1 metric tons]
Inventory rating: 30.9 tons [28.1 metric tons]
Sufficiency rating: 97.1
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
August 2016 97.1 Fair 6 out of 10 - 100
August 2014 100.0 Fair 6 out of 10 - 100
August 2012 100.0 Fair 6 out of 10 - 100
BridgeReports.com | SNOW HILL ROAD over TRIB. HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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SNOW HILL ROAD over TRIB. HOKENDAUQUA CREEK

Map

Coordinates:
+40.72333, -75.48056
40°43'24" N, 75°28'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SNOW HILL ROAD over TRIB. HOKENDAUQUA CREEK
Structure number: 000000000047415
Location: EAST OF KREIDERSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 8.9 ft. [2.7 m]
Total length: 21.0 ft. [6.4 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 27.9 ft. [8.5 m]
Skew angle: 14°
Owner: Town or Township Highway Agency [03]
Year built: 1980
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 250 [as of 2012]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition: Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 44.9 tons [40.8 metric tons]
Inventory rating: 27.0 tons [24.5 metric tons]
Sufficiency rating: 89.7
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
August 2016 89.7 Fair 6 out of 10 - 250
August 2014 97.0 Fair 6 out of 10 - 250
August 2012 97.0 Fair 6 out of 10 - 250
BridgeReports.com | LITTLE CREEK ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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LITTLE CREEK ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.77857, -75.17615
40°46'43" N, 75°10'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LITTLE CREEK ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028838
Old structure number: 487208068490290 (from 1992 edition)
Location: 0.1 M. NORTH OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 61.0 ft. [18.6 m]
Total length: 124.0 ft. [37.8 m]
Roadway width between curbs: 34.1 ft. [10.4 m]
Deck width edge-to-edge: 37.4 ft. [11.4 m]
Skew angle: 25°
Owner: County Highway Agency [02]
Year built: 1981
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 350 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 77.9 tons [70.8 metric tons]
Inventory rating: 31.9 tons [29.0 metric tons]
Sufficiency rating: 95.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 95.9 Fair Satisfactory Satisfactory Satisfactory - 350
December 2013 95.9 Fair Satisfactory Satisfactory Satisfactory - 350
December 2011 95.9 Fair Satisfactory Satisfactory Satisfactory - 350
December 2009 96.9 Good Good Good Good - 200
February 2008 96.9 Good Good Good Good - 200
September 2005 99.9 Good Very Good Very Good Good - 200
September 2003 99.9 Good Excellent Very Good Good - 200
October 2001 99.9 Good Excellent Very Good Good - 200
October 1999 99.9 Good Very Good Very Good Good - 200
October 1997 99.9 Fair Satisfactory Very Good Good - 200
September 1996 99.9 Fair Satisfactory Very Good Good - 200
November 1994 99.9 Fair Satisfactory Very Good Good - 200
February 1993 99.9 Fair Satisfactory Very Good Good - 200
December 1991 99.9 Fair Satisfactory Very Good Good - 200
January 1990 99.9 Fair Satisfactory Very Good Good - 200
BridgeReports.com | STONE POST ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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STONE POST ROAD over MONOCACY CREEK

Map

Coordinates:
+40.73538, -75.39981
40°44'07" N, 75°23'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: STONE POST ROAD over MONOCACY CREEK
Structure number: 000000000028922
Old structure number: 487402049691180 (from 1992 edition)
Location: WEST OF PA 987
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.0 ft. [7.3 m]
Total length: 26.9 ft. [8.2 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 35.4 ft. [10.8 m]
Skew angle:
Owner: County Highway Agency [02]
Year built: 1981
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Slab [01]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Epoxy Overlay [5]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 99.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 99.9 Fair Satisfactory Satisfactory Good - 200
April 2014 97.9 Fair Satisfactory Satisfactory Good - 200
April 2012 99.9 Fair Satisfactory Satisfactory Good - 200
April 2010 100.0 Fair Good Satisfactory Good - 100
May 2008 100.0 Good Good Good Very Good - 100
October 2005 97.8 Good Very Good Very Good Very Good - 100
October 2003 100.0 Good Very Good Very Good Very Good - 100
October 2001 100.0 Good Very Good Very Good Very Good - 100
October 1999 100.0 Good Very Good Very Good Very Good - 100
October 1997 100.0 Good Very Good Very Good Very Good - 100
November 1996 100.0 Good Very Good Very Good Very Good - 100
October 1994 100.0 Good Very Good Very Good Very Good - 100
January 1993 100.0 Good Very Good Very Good Very Good - 100
January 1992 100.0 Good Very Good Very Good Very Good - 100
December 1989 100.0 Good Very Good Very Good Very Good - 100
BridgeReports.com | CANAL STREET over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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CANAL STREET over HOKENDAUQUA CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CANAL STREET over HOKENDAUQUA CREEK
Structure number: 000000000028932
Old structure number: 487409000091270 (from 1992 edition)
Location: OUTLET TO LEHIGH RIVER
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 70.9 ft. [21.6 m]
Total length: 73.2 ft. [22.3 m]
Roadway width between curbs: 24.9 ft. [7.6 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Owner: County Highway Agency [02]
Year built: 1983
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 350 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Meets minimum tolerable limits to be left in place as is [4]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 77.9 tons [70.8 metric tons]
Inventory rating: 32.9 tons [29.9 metric tons]
Sufficiency rating: 86.2

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 86.2 Fair Good Satisfactory Good - 350
April 2014 29.4 Poor Fair Serious Good SD 350
April 2013 29.4 Poor Fair Serious Good SD 350
April 2012 29.4 Poor Fair Serious Good SD 350
April 2010 91.5 Good Good Good Good - 300
May 2008 91.5 Good Good Good Good - 300
November 2005 91.5 Good Very Good Very Good Very Good - 300
November 2003 91.5 Good Very Good Very Good Very Good - 300
November 2001 91.5 Good Very Good Very Good Very Good - 300
November 1999 91.5 Good Very Good Very Good Very Good - 300
November 1997 91.5 Good Very Good Very Good Very Good - 300
October 1996 91.5 Good Very Good Very Good Very Good - 300
October 1994 91.0 Good Very Good Very Good Very Good - 300
December 1992 91.0 Good Very Good Very Good Very Good - 300
November 1991 91.0 Good Very Good Very Good Very Good - 300
December 1989 91.0 Good Very Good Very Good Very Good - 300
BridgeReports.com | BLOSSOM HILL ROAD over BRANCH OF MONOCACY CREEK, Northampton County, Pennsylvania
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BLOSSOM HILL ROAD over BRANCH OF MONOCACY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BLOSSOM HILL ROAD over BRANCH OF MONOCACY CREEK
Structure number: 000000000028888
Old structure number: 487215048391050 (from 1992 edition)
Location: EAST OF BATH
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 26.6 ft. [8.1 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Owner: County Highway Agency [02]
Year built: 1984
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 60 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 60.8 tons [55.3 metric tons]
Inventory rating: 33.9 tons [30.8 metric tons]
Sufficiency rating: 99.3

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 99.3 Fair Good Satisfactory Good - 60
April 2014 88.6 Fair Good Satisfactory Good - 60
April 2013 88.8 Fair Good Satisfactory Good - 60
April 2012 76.4 Fair Good Satisfactory Good - 60
April 2010 73.3 Good Good Good Good - 40
May 2008 73.3 Good Good Good Good - 40
November 2005 89.9 Good Very Good Very Good Very Good - 40
November 2003 89.9 Good Very Good Very Good Very Good - 40
November 2001 89.9 Good Very Good Very Good Very Good - 40
November 1999 89.9 Good Very Good Very Good Very Good - 40
November 1997 89.9 Good Very Good Very Good Very Good - 40
November 1996 100.0 Good Very Good Very Good Very Good - 40
December 1994 100.0 Good Excellent Excellent Excellent - 40
February 1993 100.0 Good Excellent Excellent Excellent - 40
January 1992 100.0 Good Excellent Excellent Excellent - 40
January 1990 100.0 Good Excellent Excellent Excellent - 40
BridgeReports.com | DOUGLASSVILLE RD. over BUSHKILL CREEK, Northampton County, Pennsylvania
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DOUGLASSVILLE RD. over BUSHKILL CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: DOUGLASSVILLE RD. over BUSHKILL CREEK
Structure number: 000000000028812
Old structure number: 487203060190740 (from 1992 edition)
Location: BETWEEN SR 4025 & 1001
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 44.9 ft. [13.7 m]
Total length: 47.9 ft. [14.6 m]
Roadway width between curbs: 26.6 ft. [8.1 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Owner: County Highway Agency [02]
Year built: 1984
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Serious [3 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 61.8 tons [56.2 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 54.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 54.9 Poor Satisfactory Serious Satisfactory SD 200
April 2014 99.0 Fair Satisfactory Good Satisfactory - 200
April 2012 99.0 Fair Good Good Satisfactory - 200
April 2010 99.0 Fair Good Good Satisfactory - 200
May 2008 99.0 Good Good Good Good - 200
November 2005 99.0 Good Very Good Good Very Good - 200
November 2003 99.0 Good Very Good Good Very Good - 200
November 2001 99.0 Good Very Good Good Very Good - 200
December 1999 99.0 Good Very Good Good Very Good - 200
December 1997 99.0 Good Very Good Good Very Good - 200
October 1996 99.0 Good Very Good Good Very Good - 200
December 1994 99.0 Good Very Good Good Very Good - 200
February 1993 99.0 Good Very Good Good Very Good - 200
December 1991 99.0 Good Very Good Good Very Good - 200
December 1989 99.0 Good Very Good Good Very Good - 200
BridgeReports.com | E. ALUTA MILL ROAD over BUSHKILL CREEK, Northampton County, Pennsylvania
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E. ALUTA MILL ROAD over BUSHKILL CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: E. ALUTA MILL ROAD over BUSHKILL CREEK
Structure number: 000000000028810
Old structure number: 487203059790750 (from 1992 edition)
Location: BETWEEN SR 4025 & 1001
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 44.9 ft. [13.7 m]
Total length: 46.9 ft. [14.3 m]
Roadway width between curbs: 24.9 ft. [7.6 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Skew angle: 10°
Owner: County Highway Agency [02]
Year built: 1984
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 71.8 tons [65.3 metric tons]
Inventory rating: 38.0 tons [34.5 metric tons]
Sufficiency rating: 95.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2016 95.0 Good Good Very Good Good - 150
November 2014 95.0 Good Good Very Good Good - 150
April 2014 52.0 Poor Satisfactory Serious Good SD 150
April 2013 55.0 Poor Satisfactory Serious Good SD 150
April 2012 55.0 Poor Satisfactory Serious Good SD 150
April 2010 99.0 Good Good Good Good - 150
May 2008 99.0 Good Good Good Good - 150
November 2005 99.0 Good Very Good Very Good Very Good - 150
November 2003 81.0 Good Very Good Very Good Very Good FO 150
November 2001 81.0 Good Very Good Very Good Very Good FO 150
December 1999 81.0 Good Very Good Very Good Very Good FO 150
November 1998 81.0 Good Very Good Very Good Very Good FO 150
October 1996 81.0 Good Very Good Very Good Very Good FO 150
December 1994 81.0 Good Very Good Very Good Very Good FO 150
February 1993 81.0 Good Very Good Very Good Very Good FO 150
December 1991 81.0 Good Very Good Very Good Very Good - 150
December 1989 81.0 Good Very Good Very Good Very Good - 150
BridgeReports.com | EVANS ROAD over OUGHOUGHTON CREEK, Northampton County, Pennsylvania
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EVANS ROAD over OUGHOUGHTON CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: EVANS ROAD over OUGHOUGHTON CREEK
Structure number: 000000000028896
Old structure number: 487216068191660 (from 1992 edition)
Location: N. OF RICHMOND / PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 37.1 ft. [11.3 m]
Total length: 38.1 ft. [11.6 m]
Roadway width between curbs: 24.6 ft. [7.5 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Owner: County Highway Agency [02]
Year built: 1984
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition: Fair
Status: Posted for load [P]
Average daily traffic: 30 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 35.9 tons [32.6 metric tons]
Inventory rating: 18.9 tons [17.2 metric tons]
Sufficiency rating: 72.4
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2014 72.4 Fair Satisfactory Satisfactory Satisfactory - 30
November 2012 44.3 Poor Satisfactory Serious Satisfactory SD 30
November 2011 43.4 Poor Satisfactory Serious Good SD 30
November 2009 88.8 Good Good Good Good - 30
February 2008 89.8 Good Very Good Good Good - 30
August 2005 89.6 Good Very Good Very Good Very Good - 30
September 2003 89.6 Good Very Good Very Good Very Good - 30
September 2001 89.6 Good Very Good Very Good Very Good - 30
September 1999 89.6 Good Very Good Very Good Very Good - 30
October 1997 89.6 Good Very Good Very Good Very Good - 30
September 1996 93.7 Good Very Good Very Good Very Good - 30
October 1994 93.8 Good Very Good Very Good Very Good - 30
December 1992 93.8 Good Very Good Very Good Very Good - 30
November 1991 93.8 Good Very Good Very Good Very Good - 30
January 1990 94.8 Good Very Good Very Good Very Good - 30
BridgeReports.com | JACOBY CREEK ROAD over JACOBY CREEK, Northampton County, Pennsylvania
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JACOBY CREEK ROAD over JACOBY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: JACOBY CREEK ROAD over JACOBY CREEK
Structure number: 000000000028880
Old structure number: 487214070392010 (from 1992 edition)
Location: NW OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 26.9 ft. [8.2 m]
Total length: 28.9 ft. [8.8 m]
Roadway width between curbs: 26.6 ft. [8.1 m]
Deck width edge-to-edge: 28.5 ft. [8.7 m]
Skew angle: 37°
Owner: County Highway Agency [02]
Year built: 1984
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 73.8 tons [67.1 metric tons]
Inventory rating: 45.9 tons [41.7 metric tons]
Sufficiency rating: 87.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 87.0 Fair Good Satisfactory Fair - 150
November 2013 87.0 Fair Good Satisfactory Fair - 150
November 2011 98.0 Fair Good Good Satisfactory - 150
November 2009 97.0 Good Good Good Good - 150
February 2008 97.0 Good Good Good Good - 150
August 2005 97.0 Good Very Good Very Good Good - 150
August 2003 99.0 Good Very Good Very Good Good - 150
August 2001 99.0 Good Very Good Very Good Good - 150
August 1999 98.0 Good Very Good Very Good Good - 150
October 1997 99.0 Good Very Good Very Good Good - 150
BridgeReports.com | SR 3007 (LR 48129) over LEHIGH RIV-NORFOLK/SOUT, Northampton County, Pennsylvania
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SR 3007 (LR 48129) over LEHIGH RIV-NORFOLK/SOUT

Map

Coordinates:
+40.61774, -75.35839
40°37'04" N, 75°21'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3007 (LR 48129) over LEHIGH RIV-NORFOLK/SOUT
Structure number: 000000000028758
Old structure number: 483007002200710 (from 1992 edition)
Location: MINSI TRAIL BRIDGE
Purpose: Carries highway and pedestrian walkway over railroad and waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 235.9 ft. [71.9 m]
Total length: 2134.0 ft. [650.4 m]
Roadway width between curbs: 54.1 ft. [16.5 m]
Deck width edge-to-edge: 66.6 ft. [20.3 m]
Vertical clearance below bridge: 54.1 ft. [16.5 m]
Owner: State Highway Agency [01]
Year built: 1984
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 12
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 23,609 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 68.9 tons [62.6 metric tons]
Inventory rating: 40.9 tons [37.2 metric tons]
Sufficiency rating: 71.7
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $4,072,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 71.7 Fair Satisfactory Good Satisfactory FO 23609
April 2014 71.7 Fair Satisfactory Good Satisfactory FO 23607
April 2012 75.5 Fair Good Good Satisfactory FO 11343
August 2010 72.9 Fair Good Good Satisfactory FO 10068
August 2008 72.9 Good Good Good Good FO 9933
June 2006 70.8 Good Good Good Good FO 19964
July 2005 74.0 Good Good Good Good - 20157
June 2004 74.1 Fair Good Satisfactory Good - 19801
June 2002 77.4 Fair Good Satisfactory Good - 19183
June 2000 75.2 Good Good Good Good FO 19183
BridgeReports.com | JONES HILL ROAD over LITTLE BUSHKILL CREEK, Northampton County, Pennsylvania
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JONES HILL ROAD over LITTLE BUSHKILL CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: JONES HILL ROAD over LITTLE BUSHKILL CREEK
Structure number: 000000000028861
Old structure number: 487213060992180 (from 1992 edition)
Location: 1 M. EAST OF PA 115
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 42.0 ft. [12.8 m]
Total length: 44.0 ft. [13.4 m]
Roadway width between curbs: 26.6 ft. [8.1 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Skew angle: 10°
Owner: County Highway Agency [02]
Year built: 1984
Year reconstructed: 2014
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 104.8 tons [95.3 metric tons]
Inventory rating: 60.8 tons [55.3 metric tons]
Sufficiency rating: 97.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 97.0 Fair Satisfactory Satisfactory Good - 200
December 2013 53.9 Poor Satisfactory Serious Good SD 200
December 2012 53.9 Poor Satisfactory Serious Good SD 200
December 2011 53.9 Poor Satisfactory Serious Good SD 200
December 2009 96.0 Good Good Good Good - 200
March 2008 96.0 Good Good Good Good - 200
September 2005 96.0 Good Excellent Very Good Very Good - 200
October 2003 96.0 Good Excellent Excellent Excellent - 200
October 2001 96.0 Good Excellent Excellent Excellent - 200
October 1999 96.0 Good Excellent Excellent Excellent - 200
November 1997 96.0 Good Excellent Excellent Excellent - 200
September 1996 96.0 Good Excellent Excellent Excellent - 200
November 1994 96.2 Good Excellent Excellent Excellent - 200
February 1993 96.2 Good Excellent Excellent Excellent - 200
January 1992 96.2 Good Excellent Excellent Excellent - 200
January 1990 96.2 Good Excellent Excellent Excellent - 200
BridgeReports.com | CHRISTIAN SPRINGS over BRANCH OF MONOCACY CREEK, Northampton County, Pennsylvania
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CHRISTIAN SPRINGS over BRANCH OF MONOCACY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: CHRISTIAN SPRINGS over BRANCH OF MONOCACY CREEK
Structure number: 000000000028890
Old structure number: 487215050391070 (from 1992 edition)
Location: PA 248 / 946 INTERSECTION
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 42.0 ft. [12.8 m]
Total length: 43.0 ft. [13.1 m]
Roadway width between curbs: 24.9 ft. [7.6 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Skew angle: 25°
Owner: County Highway Agency [02]
Year built: 1985
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 96.8 tons [88.0 metric tons]
Inventory rating: 57.9 tons [52.6 metric tons]
Sufficiency rating: 95.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2015 95.0 Fair Good Satisfactory Good - 150
April 2014 49.9 Poor Satisfactory Serious Good SD 150
April 2013 49.9 Poor Satisfactory Serious Good SD 150
April 2012 49.9 Poor Satisfactory Serious Good SD 150
April 2010 88.7 Good Good Good Good - 150
May 2008 88.7 Good Good Good Good - 150
November 2005 88.4 Good Very Good Very Good Very Good - 150
November 2003 88.4 Good Very Good Very Good Very Good - 150
November 2001 88.4 Good Excellent Excellent Excellent - 150
November 1999 88.4 Good Excellent Excellent Excellent - 150
November 1997 95.9 Good Excellent Excellent Excellent - 150
November 1996 95.9 Good Excellent Excellent Excellent - 150
December 1994 96.2 Good Excellent Excellent Excellent - 150
February 1993 96.2 Good Excellent Excellent Excellent - 150
January 1992 96.2 Good Excellent Excellent Excellent - 150
January 1990 96.2 Good Excellent Excellent Excellent - 150
BridgeReports.com | LITTLE CREEK ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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LITTLE CREEK ROAD over LITTLE MARTINS CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LITTLE CREEK ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028840
Old structure number: 487208068490420 (from 1992 edition)
Location: 0.2 MILE NORTH OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 60.0 ft. [18.3 m]
Total length: 62.0 ft. [18.9 m]
Roadway width between curbs: 25.9 ft. [7.9 m]
Deck width edge-to-edge: 29.5 ft. [9.0 m]
Skew angle:
Owner: County Highway Agency [02]
Year built: 1985
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18+Mod / HS 20+Mod [6]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Precast Panels [2]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 74.8 tons [68.0 metric tons]
Inventory rating: 44.9 tons [40.8 metric tons]
Sufficiency rating: 97.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 97.9 Fair Satisfactory Very Good Good - 200
December 2013 97.9 Good Good Very Good Good - 200
December 2011 98.9 Good Good Very Good Good - 200
December 2009 98.9 Fair Satisfactory Good Very Good - 200
February 2008 98.9 Fair Satisfactory Good Very Good - 200
September 2005 98.9 Good Good Very Good Very Good - 200
October 2003 97.9 Good Good Very Good Very Good - 200
October 2001 97.9 Good Good Very Good Very Good - 200
October 1999 98.9 Good Good Very Good Very Good - 200
October 1998 98.9 Good Good Very Good Very Good - 200
September 1996 98.9 Good Good Very Good Very Good - 200
November 1994 98.9 Good Good Very Good Very Good - 200
February 1993 98.9 Good Good Very Good Very Good - 200
December 1991 98.9 Good Good Very Good Very Good - 200
January 1990 98.9 Good Good Very Good Very Good - 200
BridgeReports.com | SR 2005 over I-78(TOLL RD.DRJTBC), Northampton County, Pennsylvania
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SR 2005 over I-78(TOLL RD.DRJTBC)

Map

Coordinates:
+40.67011, -75.21436
40°40'12" N, 75°12'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2005 over I-78(TOLL RD.DRJTBC)
Structure number: 000000000028709
Location: MORGAN HILL ROAD
Purpose: Carries highway over highway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 108.9 ft. [33.2 m]
Total length: 213.9 ft. [65.2 m]
Roadway width between curbs: 64.0 ft. [19.5 m]
Deck width edge-to-edge: 67.6 ft. [20.6 m]
Vertical clearance below bridge: 16.7 ft. [5.1 m]
Owner: Local Toll Authority [32]
Year built: 1985
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 2
Main spans material: Prestressed concrete continuous [6]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 11,398 [as of 2014]
Truck traffic: 8% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 59.8 tons [54.4 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 96.3

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 96.3 Fair Satisfactory Good Good - 11398
June 2013 95.3 Fair Satisfactory Good Good - 11398
June 2011 95.4 Fair Satisfactory Good Good - 10839
BridgeReports.com | SR 2016(LR 48121) over I-78, Northampton County, Pennsylvania
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SR 2016(LR 48121) over I-78

Map

Coordinates:
+40.67611, -75.19423
40°40'34" N, 75°11'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2016(LR 48121) over I-78
Structure number: 000000000028728
Location: CEDARVILLE RD.
Purpose: Carries highway over highway
Route classification: Local (Urban) [19]
Length of largest span: 111.9 ft. [34.1 m]
Total length: 314.0 ft. [95.7 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 33.5 ft. [10.2 m]
Vertical clearance below bridge: 17.7 ft. [5.4 m]
Skew angle: 18°
Owner: Local Toll Authority [32]
Year built: 1985
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 4
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 2,037 [as of 2015]
Truck traffic: 8% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 59.8 tons [54.4 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 93.3

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 93.3 Good Good Good Good - 2037
June 2013 93.3 Good Good Good Good - 2049
June 2011 94.3 Good Good Good Good - 2049
BridgeReports.com | SR 2034 (LR 48123) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 2034 (LR 48123) over BUSHKILL CREEK

Map

Coordinates:
+40.70219, -75.25321
40°42'08" N, 75°15'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2034 (LR 48123) over BUSHKILL CREEK
Structure number: 000000000028747
Old structure number: 482034001000510 (from 1992 edition)
Location: BUSHKILL PARK ROAD
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 65.0 ft. [19.8 m]
Total length: 130.9 ft. [39.9 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 37.7 ft. [11.5 m]
Owner: State Highway Agency [01]
Year built: 1985
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 1,475 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 45.9 tons [41.7 metric tons]
Sufficiency rating: 95.1

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 95.1 Fair Satisfactory Satisfactory Satisfactory - 1475
May 2014 95.2 Fair Satisfactory Satisfactory Satisfactory - 1400
May 2012 93.2 Fair Satisfactory Good Good - 1401
May 2010 93.2 Fair Satisfactory Good Good - 1389
June 2008 94.2 Fair Satisfactory Good Good - 1418
May 2006 95.2 Fair Satisfactory Good Very Good - 1384
May 2004 95.1 Good Good Good Very Good - 1306
June 2002 95.1 Good Good Good Very Good - 1266
August 2000 95.1 Good Good Very Good Very Good - 1205
September 1998 95.1 Good Good Very Good Very Good - 1181
September 1996 82.5 Good Good Very Good Good - 4251
September 1994 82.6 Good Good Very Good Very Good - 4015
November 1992 82.6 Good Good Very Good Very Good - 3913
February 1991 82.7 Good Good Very Good Very Good - 3650

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 1,170 1,100 70 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,976 0 4,976 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 40 37 2 1 0
Reinforced Concrete Abutment linear ft. 81 75 3 3 0
Joints
Compression Joint linear ft. 38 38 0 0 0
Bearings
Elastomeric Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 526 526 0 0 0
BridgeReports.com | HAHN ROAD over BUSHKILL CREEK, Northampton County, Pennsylvania
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HAHN ROAD over BUSHKILL CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: HAHN ROAD over BUSHKILL CREEK
Structure number: 000000000028811
Old structure number: 487203059992200 (from 1992 edition)
Location: 1 MILE N OF SR 4012
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 39.0 ft. [11.9 m]
Total length: 42.0 ft. [12.8 m]
Roadway width between curbs: 24.6 ft. [7.5 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Owner: County Highway Agency [02]
Year built: 1986
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 13.5 / H 15 [2]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 50 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition: Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating: 72.8 tons [66.2 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 99.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2016 99.0 Fair Good Very Good Satisfactory - 50
November 2014 99.0 Fair Good Very Good Satisfactory - 50
April 2014 50.1 Poor Satisfactory Serious Satisfactory SD 50
April 2013 50.1 Poor Satisfactory Serious Fair SD 50
April 2012 49.7 Poor Satisfactory Serious Fair SD 50
April 2010 100.0 Good Good Good Good - 50
May 2008 100.0 Good Good Good Good - 50
November 2005 100.0 Good Very Good Very Good Very Good - 50
November 2003 100.0 Good Very Good Very Good Very Good - 50
November 2001 100.0 Good Very Good Very Good Very Good - 50
December 1999 100.0 Good Very Good Very Good Very Good - 50
December 1997 100.0 Good Very Good Very Good Very Good - 50
October 1996 100.0 Good Very Good Very Good Very Good - 50
December 1994 100.0 Good Very Good Very Good Very Good - 50
February 1993 100.0 Good Very Good Very Good Very Good - 50
December 1991 100.0 Good Very Good Very Good Very Good - 50
December 1989 100.0 Good Very Good Very Good Very Good - 50
BridgeReports.com | Hollo Road over Shoeneck Creek, Northampton County, Pennsylvania
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Hollo Road over Shoeneck Creek

Map

Coordinates:
+40.72738, -75.27911
40°43'39" N, 75°16'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Hollo Road over Shoeneck Creek
Structure number: 000000000049151
Location: 0.2 mi West of SR 33
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Tolls: Yes [1]
Length of largest span: 20.0 ft. [6.1 m]
Total length: 20.0 ft. [6.1 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 68.9 ft. [21.0 m]
Owner: Town or Township Highway Agency [03]
Year built: 1986
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 1,000 [as of 2015]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 76.9 tons [69.9 metric tons]
Inventory rating: 45.9 tons [41.7 metric tons]
Sufficiency rating: 96.1

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
March 2015 96.1 Good 7 out of 10 - 1000
BridgeReports.com | I-78 EB over SR 611, Northampton County, Pennsylvania
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I-78 EB over SR 611

Map

Coordinates:
+40.67528, -75.18111
40°40'31" N, 75°10'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 EB over SR 611
Structure number: 000000000045615
Location: 0.24 MI NW OF DELAWARE R.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Tolls: Yes [1]
Length of largest span: 68.9 ft. [21.0 m]
Total length: 204.1 ft. [62.2 m]
Roadway width between curbs: 47.9 ft. [14.6 m]
Deck width edge-to-edge: 51.5 ft. [15.7 m]
Vertical clearance below bridge: 28.2 ft. [8.6 m]
Skew angle: 42°
Owner: Local Toll Authority [32]
Year built: 1986
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 32,200 [as of 2014]
Truck traffic: 24% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 59.8 tons [54.4 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 94.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 94.5 Good Good Good Good - 32200
June 2013 83.0 Good Good Good Good - 28000
July 2011 82.0 Good Good Good Good - 28000
BridgeReports.com | I-78 WB over SR 611, Northampton County, Pennsylvania
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I-78 WB over SR 611

Map

Coordinates:
+40.67556, -75.18083
40°40'32" N, 75°10'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 WB over SR 611
Structure number: 000000000045614
Location: 0.25 MI NW OF DELAWARE R.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Tolls: Yes [1]
Length of largest span: 81.0 ft. [24.7 m]
Total length: 202.1 ft. [61.6 m]
Roadway width between curbs: 47.9 ft. [14.6 m]
Deck width edge-to-edge: 51.5 ft. [15.7 m]
Vertical clearance below bridge: 24.9 ft. [7.6 m]
Skew angle: 48°
Owner: Local Toll Authority [32]
Year built: 1986
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 32,200 [as of 2014]
Truck traffic: 24% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Scour condition: Bridge not over waterway. [N]
Operating rating: 59.8 tons [54.4 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 94.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2015 94.5 Good Good Good Good - 32200
June 2013 94.0 Good Good Good Good - 250
July 2011 93.0 Good Good Good Good - 250
BridgeReports.com | T-701 over TRIB. TO JACOBY CREEK, Northampton County, Pennsylvania
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T-701 over TRIB. TO JACOBY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: T-701 over TRIB. TO JACOBY CREEK
Structure number: 000000000028873
Old structure number: 487214070191990 (from 1992 edition)
Location: NORTH OF PA 512
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 24.9 ft. [7.6 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Owner: County Highway Agency [02]
Year built: 1986
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Precast Panels [2]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 74.8 tons [68.0 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 98.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 98.0 Fair Good Satisfactory Good - 100
November 2013 98.0 Fair Good Satisfactory Good - 100
November 2011 98.0 Good Good Good Good - 100
November 2009 100.0 Good Good Good Good - 100
August 2008 100.0 Good Good Good Good - 100
January 2008 100.0 Good Very Good Good Very Good - 100
August 2005 100.0 Good Very Good Very Good Very Good - 100
August 2003 100.0 Good Very Good Very Good Very Good - 100
August 2001 100.0 Good Very Good Very Good Very Good - 100
August 1999 100.0 Good Very Good Very Good Very Good - 100
October 1997 100.0 Good Very Good Very Good Very Good - 100
September 1996 100.0 Good Very Good Very Good Very Good - 100
October 1994 100.0 Good Very Good Very Good Very Good - 100
November 1992 100.0 Good Very Good Very Good Very Good - 100
November 1991 100.0 Good Very Good Very Good Very Good - 100
December 1989 98.0 Good Very Good Very Good Very Good - 100
BridgeReports.com | I-78 E.B.(LR 1045) over SR 2012(LR 48010), Northampton County, Pennsylvania
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I-78 E.B.(LR 1045) over SR 2012(LR 48010)

Map

Coordinates:
+40.65833, -75.25833
40°39'30" N, 75°15'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 E.B.(LR 1045) over SR 2012(LR 48010)
Structure number: 000000000028547
Old structure number: 480078072019020 (from 1992 edition)
Location: OVER ISLAND PK.RD.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Rural) [01]
Length of largest span: 128.9 ft. [39.3 m]
Total length: 249.0 ft. [75.9 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 38.1 ft. [11.6 m]
Owner: State Highway Agency [01]
Year built: 1987
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 34,120 [as of 2015]
Truck traffic: 29% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 93.8 tons [85.3 metric tons]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2015 85.0 Fair Satisfactory Good Satisfactory - 34120
April 2013 85.0 Fair Satisfactory Good Satisfactory - 32443
April 2011 85.0 Fair Satisfactory Good Satisfactory - 26920
April 2009 85.0 Fair Satisfactory Good Satisfactory - 26828
April 2007 84.0 Fair Satisfactory Good Satisfactory - 26202
April 2005 84.0 Good Good Good Good - 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,715 1,713 2 0 0
Deck
Reinforced Concrete Deck sq. ft. 23,845 0 23,845 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Other Material Abutment linear ft. 96 94 1 1 0
Reinforced Concrete Pier Cap linear ft. 92 92 0 0 0
Joints
Compression Joint linear ft. 94 94 0 0 0
Bearings
Elastomeric Bearing each 42 42 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 502 502 0 0 0
BridgeReports.com | I-78 W.B.(LR 1045) over SR 2012(LR 48010), Northampton County, Pennsylvania
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I-78 W.B.(LR 1045) over SR 2012(LR 48010)

Map

Coordinates:
+40.65833, -75.25833
40°39'30" N, 75°15'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 W.B.(LR 1045) over SR 2012(LR 48010)
Structure number: 000000000028549
Old structure number: 480078072120130 (from 1992 edition)
Location: OVER ISLAND PK.RD.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Rural) [01]
Length of largest span: 128.9 ft. [39.3 m]
Total length: 249.0 ft. [75.9 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 32.8 ft. [10.0 m]
Owner: State Highway Agency [01]
Year built: 1987
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 34,157 [as of 2015]
Truck traffic: 28% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 93.8 tons [85.3 metric tons]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 74.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2015 74.0 Fair Satisfactory Good Fair - 34157
April 2013 85.0 Fair Satisfactory Good Satisfactory - 32663
April 2011 85.0 Fair Good Good Satisfactory - 26509
April 2009 85.0 Fair Good Good Satisfactory - 26418
April 2007 84.0 Fair Good Good Satisfactory - 25801
April 2005 84.0 Good Good Good Good - 25274

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,728 1,724 4 0 0
Deck
Reinforced Concrete Deck sq. ft. 11,741 0 11,741 0 0
Substructure
Reinforced Concrete Column each 6 5 0 1 0
Other Material Abutment linear ft. 98 98 0 0 0
Reinforced Concrete Pier Cap linear ft. 92 81 7 4 0
Joints
Compression Joint linear ft. 94 94 0 0 0
Bearings
Elastomeric Bearing each 42 30 12 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 494 492 0 2 0
BridgeReports.com | SR 2012 (LR 48010) over SR 78(LR 1045), Northampton County, Pennsylvania
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SR 2012 (LR 48010) over SR 78(LR 1045)

Map

Coordinates:
+40.62432, -75.28272
40°37'28" N, 75°16'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2012 (LR 48010) over SR 78(LR 1045)
Structure number: 000000000028719
Old structure number: 482012006014140 (from 1992 edition)
Location: APPLEBUTTER RD. OVER I-78
Purpose: Carries highway over highway
Route classification: Major Collector (Rural) [07]
Length of largest span: 164.1 ft. [50.0 m]
Total length: 514.1 ft. [156.7 m]
Roadway width between curbs: 34.1 ft. [10.4 m]
Deck width edge-to-edge: 37.7 ft. [11.5 m]
Vertical clearance below bridge: 34.1 ft. [10.4 m]
Skew angle: 48°
Owner: State Highway Agency [01]
Year built: 1987
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 4
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 1,074 [as of 2014]
Truck traffic: 2% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present minimum criteria [6]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 65.9 tons [59.9 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 99.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2016 99.5 Good Good Good Good - 1074
September 2014 99.5 Good Good Good Good - 1074
September 2012 98.5 Good Good Good Good - 829
September 2010 99.4 Good Good Good Good - 814
October 2008 99.4 Good Good Good Very Good - 814
August 2006 99.3 Good Good Very Good Very Good - 1059
August 2004 80.0 Good Good Very Good Very Good FO 1043
September 2002 80.0 Good Good Very Good Very Good FO 1093
October 2000 80.0 Good Good Very Good Very Good FO 1040
November 1998 80.0 Good Good Very Good Very Good FO 1040
December 1996 99.0 Good Good Good Very Good - 1377
January 1995 99.3 Good Good Good Very Good - 1301
March 1993 99.3 Good Good Good Very Good - 1268
April 1991 99.4 Good Good Good Very Good - 1217

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,032 1,827 205 0 0
Steel Protective Coating sq. ft. 43,013 43,013 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 19,294 0 19,294 0 0
Substructure
Reinforced Concrete Column each 9 9 0 0 0
Reinforced Concrete Abutment linear ft. 152 141 11 0 0
Reinforced Concrete Pier Cap linear ft. 147 137 10 0 0
Joints
Other Joint linear ft. 112 86 26 0 0
Bearings
Movable Bearing each 16 5 11 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 4 4 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 1,030 1,018 10 2 0
BridgeReports.com | SR 3004(LR 48118) over I-78(LR 1045), Northampton County, Pennsylvania
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SR 3004(LR 48118) over I-78(LR 1045)

Map

Coordinates:
+40.58851, -75.37720
40°35'19" N, 75°22'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3004(LR 48118) over I-78(LR 1045)
Structure number: 000000000028753
Old structure number: 483004004004150 (from 1992 edition)
Location: HICKORY HILL ROAD
Purpose: Carries highway over highway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 120.1 ft. [36.6 m]
Total length: 318.9 ft. [97.2 m]
Roadway width between curbs: 36.1 ft. [11.0 m]
Deck width edge-to-edge: 39.4 ft. [12.0 m]
Vertical clearance below bridge: 23.6 ft. [7.2 m]
Owner: State Highway Agency [01]
Year built: 1987
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 6,868 [as of 2016]
Truck traffic: 4% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 67.9 tons [61.7 metric tons]
Inventory rating: 27.9 tons [25.4 metric tons]
Sufficiency rating: 87.8

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 87.8 Fair Good Satisfactory Satisfactory - 6868
August 2014 87.8 Fair Good Satisfactory Satisfactory - 6867
August 2012 88.0 Fair Good Satisfactory Satisfactory - 7869
August 2010 88.6 Fair Good Satisfactory Satisfactory - 7723
October 2008 88.6 Fair Good Satisfactory Satisfactory - 7723
June 2006 88.6 Fair Good Satisfactory Satisfactory - 7512
June 2004 71.8 Good Good Good Good FO 7401
July 2002 72.0 Good Good Good Good FO 6807
October 2000 71.0 Good Good Good Good FO 6671
November 1998 72.1 Good Good Very Good Good FO 6540
December 1996 89.8 Good Good Very Good Good - 6060
January 1995 96.4 Good Good Very Good Good - 5342
March 1993 96.4 Good Good Very Good Good - 5203
June 1991 96.5 Good Good Very Good Good - 5013

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,256 1,203 53 0 0
Deck
Reinforced Concrete Deck sq. ft. 12,404 0 12,404 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 24 14 10 0 0
Reinforced Concrete Abutment linear ft. 80 72 8 0 0
Reinforced Concrete Pier Cap linear ft. 68 56 12 0 0
Joints
Strip Seal Joint linear ft. 80 0 80 0 0
Pourable Joint linear ft. 80 66 14 0 0
Bearings
Elastomeric Bearing each 24 0 24 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 586 586 0 0 0
BridgeReports.com | SR 78EB(LR 1045) over SR 2014(LR 48090), Northampton County, Pennsylvania
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SR 78EB(LR 1045) over SR 2014(LR 48090)

Map

Coordinates:
+40.63167, -75.27833
40°37'54" N, 75°16'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78EB(LR 1045) over SR 2014(LR 48090)
Structure number: 000000000028545
Old structure number: 480078070420810 (from 1992 edition)
Location: OVER REDINGTON RD.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Rural) [01]
Length of largest span: 46.9 ft. [14.3 m]
Total length: 48.9 ft. [14.9 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 17.7 ft. [5.4 m]
Skew angle: 16°
Owner: State Highway Agency [01]
Year built: 1987
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,536 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 47.9 tons [43.5 metric tons]
Sufficiency rating: 81.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 81.0 Fair Satisfactory Satisfactory Satisfactory FO 29536
January 2013 81.0 Fair Satisfactory Good Satisfactory FO 30324
February 2011 81.0 Fair Satisfactory Good Satisfactory FO 29751
March 2009 81.0 Fair Satisfactory Good Satisfactory FO 26828
March 2007 81.0 Fair Satisfactory Good Satisfactory FO 26202
March 2005 81.0 Fair Satisfactory Good Satisfactory FO 25605
BridgeReports.com | I- 78EB(LR 1045) over SO.MT.DRIVE(T-422), Northampton County, Pennsylvania
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I- 78EB(LR 1045) over SO.MT.DRIVE(T-422)

Map

Coordinates:
+40.59167, -75.37167
40°35'30" N, 75°22'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I- 78EB(LR 1045) over SO.MT.DRIVE(T-422)
Structure number: 000000000028528
Old structure number: 480078064418310 (from 1992 edition)
Location: I-78 OVER SO.MT. DRIVE
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 58.1 ft. [17.7 m]
Total length: 149.9 ft. [45.7 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 23.6 ft. [7.2 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 30,407 [as of 2016]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 68.9 tons [62.6 metric tons]
Inventory rating: 40.9 tons [37.2 metric tons]
Sufficiency rating: 93.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2016 93.7 Good Good Good Good - 30407
January 2014 93.7 Good Good Good Good - 30324
January 2012 93.8 Good Good Good Good - 29751
January 2010 94.2 Good Good Good Good - 26828
January 2008 94.3 Good Good Good Good - 26202
January 2006 94.4 Good Good Good Good - 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 574 566 8 0 0
Deck
Reinforced Concrete Deck sq. ft. 7,020 0 7,020 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 98 92 6 0 0
Reinforced Concrete Pier Cap linear ft. 80 72 8 0 0
Joints
Compression Joint linear ft. 191 176 15 0 0
Bearings
Elastomeric Bearing each 24 24 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 296 296 0 0 0
BridgeReports.com | I-78 E.B.(LR 1045) over SR 2006 (LR 48006), Northampton County, Pennsylvania
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I-78 E.B.(LR 1045) over SR 2006 (LR 48006)

Map

Coordinates:
+40.60833, -75.30000
40°36'30" N, 75°17'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 E.B.(LR 1045) over SR 2006 (LR 48006)
Structure number: 000000000028541
Old structure number: 480078068418350 (from 1992 edition)
Location: OVER SR 2006(EASTON RD)
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Rural) [01]
Length of largest span: 189.0 ft. [57.6 m]
Total length: 487.9 ft. [148.7 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 58.1 ft. [17.7 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 31,277 [as of 2016]
Truck traffic: 24% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 75.8 tons [68.9 metric tons]
Inventory rating: 44.9 tons [40.8 metric tons]
Sufficiency rating: 74.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 74.0 Fair Good Satisfactory Fair - 31277
April 2014 85.0 Fair Good Good Satisfactory - 30324
April 2012 85.0 Good Good Good Good - 30053
April 2010 85.0 Good Good Good Good - 29955
April 2008 85.0 Good Good Good Good - 26828
March 2006 84.0 Good Good Very Good Good - 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,425 2,350 75 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 22,520 22,520 0 0 0
Substructure
Reinforced Concrete Column each 6 5 1 0 0
Reinforced Concrete Abutment linear ft. 104 93 11 0 0
Reinforced Concrete Pier Cap linear ft. 88 88 0 0 0
Joints
Strip Seal Joint linear ft. 48 48 0 0 0
Other Joint linear ft. 48 48 0 0 0
Bearings
Movable Bearing each 15 0 10 0 5
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 5 0 5 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 970 968 2 0 0
BridgeReports.com | I-78 EB (LR 1045) over CREEK,STREETS,P.B.& N. E, Northampton County, Pennsylvania
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I-78 EB (LR 1045) over CREEK,STREETS,P.B.& N. E

Map

Coordinates:
+40.59585, -75.35036
40°35'45" N, 75°21'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 EB (LR 1045) over CREEK,STREETS,P.B.& N. E
Structure number: 000000000028531
Old structure number: 480078066000000 (from 1992 edition)
Location: SAUCON PARK VIADUCT
Purpose: Carries highway over highway, waterway, and railroad
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 217.9 ft. [66.4 m]
Total length: 1985.0 ft. [605.0 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 24.0 ft. [7.3 m]
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 13
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 30,407 [as of 2016]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 74.8 tons [68.0 metric tons]
Inventory rating: 44.9 tons [40.8 metric tons]
Sufficiency rating: 84.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $5,665,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 84.0 Fair Good Satisfactory Satisfactory - 30407
August 2014 84.0 Fair Good Satisfactory Satisfactory - 30324
August 2012 85.0 Fair Good Satisfactory Satisfactory - 30053
August 2010 85.0 Fair Good Satisfactory Satisfactory - 29955
August 2008 85.0 Fair Good Satisfactory Satisfactory - 26828
July 2006 85.0 Good Good Good Good - 25605
December 2005 79.0 Good Good Good Good FO 25605
December 2003 81.0 Good Good Good Good FO 25508
December 2001 81.0 Good Good Good Good FO 20995
February 2000 81.6 Good Very Good Good Good FO 19454
February 1998 87.4 Good Very Good Good Good FO 13500
March 1996 85.9 Good Very Good Good Good - 12854
March 1994 85.6 Good Very Good Good Good - 13266
May 1992 85.6 Good Very Good Very Good Very Good - 13266
August 1990 85.9 Good Very Good Very Good Very Good - 12817

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 7,904 7,172 732 0 0
Steel Protective Coating sq. ft. 139,791 139,791 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 86,995 0 86,995 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 156 14 142 0 0
Reinforced Concrete Abutment linear ft. 103 75 26 2 0
Reinforced Concrete Pier Cap linear ft. 542 0 542 0 0
Joints
Other Joint linear ft. 192 190 2 0 0
Bearings
Fixed Bearing each 12 10 2 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Pot Bearing each 52 26 26 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 3,966 3,966 0 0 0
BridgeReports.com | I-78 W.B.(LR 1045) over SR 2006 (LR48006), Northampton County, Pennsylvania
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I-78 W.B.(LR 1045) over SR 2006 (LR48006)

Map

Coordinates:
+40.60833, -75.30000
40°36'30" N, 75°17'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 W.B.(LR 1045) over SR 2006 (LR48006)
Structure number: 000000000028543
Old structure number: 480078068516640 (from 1992 edition)
Location: OVER SR2006(EASTON RD)
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Rural) [01]
Length of largest span: 189.0 ft. [57.6 m]
Total length: 495.1 ft. [150.9 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 57.1 ft. [17.4 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 31,358 [as of 2016]
Truck traffic: 22% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Fair [5 out of 9]
Substructure condition: Fair [5 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 75.8 tons [68.9 metric tons]
Inventory rating: 44.9 tons [40.8 metric tons]
Sufficiency rating: 74.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 74.0 Fair Good Fair Fair - 31358
April 2014 74.0 Fair Good Fair Fair - 29783
April 2012 85.0 Fair Good Satisfactory Satisfactory - 30040
April 2010 84.0 Fair Good Good Satisfactory - 29713
April 2008 85.0 Fair Good Good Satisfactory - 26418
March 2006 84.0 Good Good Good Good - 25274

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,425 2,345 80 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 23,038 0 23,038 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 104 81 23 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 7 7 0 0 0
Reinforced Concrete Pier Cap linear ft. 88 88 0 0 0
Joints
Strip Seal Joint linear ft. 48 48 0 0 0
Other Joint linear ft. 48 48 0 0 0
Bearings
Movable Bearing each 15 6 4 0 5
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 5 0 5 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
BridgeReports.com | I-78 WB(LR 1045) over CREEK,STREETS,P.B.& N. E, Northampton County, Pennsylvania
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I-78 WB(LR 1045) over CREEK,STREETS,P.B.& N. E

Map

Coordinates:
+40.59610, -75.35039
40°35'46" N, 75°21'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 WB(LR 1045) over CREEK,STREETS,P.B.& N. E
Structure number: 000000000028534
Old structure number: 480078066100000 (from 1992 edition)
Location: SAUCON PARK VIADUCT
Purpose: Carries highway over highway, waterway, and railroad
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 208.0 ft. [63.4 m]
Total length: 1965.0 ft. [598.9 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 25.9 ft. [7.9 m]
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 13
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 30,485 [as of 2016]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 73.8 tons [67.1 metric tons]
Inventory rating: 44.9 tons [40.8 metric tons]
Sufficiency rating: 85.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $5,605,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2016 85.0 Fair Good Satisfactory Satisfactory - 30485
August 2014 85.0 Fair Good Satisfactory Satisfactory - 29783
August 2012 85.0 Fair Good Satisfactory Good - 30040
August 2010 85.0 Fair Good Satisfactory Good - 29713
September 2008 85.0 Fair Good Satisfactory Good - 26418
July 2006 83.0 Fair Good Satisfactory Good - 25274
December 2005 79.0 Good Good Good Good FO 25274
December 2003 81.0 Good Good Good Good FO 25019
December 2001 81.0 Fair Satisfactory Good Good FO 20783
February 2000 81.6 Good Good Good Good FO 19454
February 1998 87.4 Good Good Good Good FO 13500
March 1996 86.2 Good Very Good Good Good - 12461
March 1994 85.9 Good Very Good Good Good - 12861
May 1992 85.9 Good Very Good Very Good Very Good - 12861
August 1990 86.2 Good Very Good Very Good Very Good - 12426

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 7,988 7,824 164 0 0
Steel Protective Coating sq. ft. 139,791 139,791 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 93,289 0 93,289 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 156 0 156 0 0
Reinforced Concrete Abutment linear ft. 98 72 26 0 0
Reinforced Concrete Pier Cap linear ft. 542 0 542 0 0
Joints
Other Joint linear ft. 192 192 0 0 0
Bearings
Fixed Bearing each 12 12 0 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Pot Bearing each 52 19 33 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 3,932 3,920 12 0 0
BridgeReports.com | SR 78EB(LR 1045) over WILLIAMS STREET, Northampton County, Pennsylvania
Share:

SR 78EB(LR 1045) over WILLIAMS STREET

Map

Coordinates:
+40.59500, -75.35000
40°35'42" N, 75°20'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78EB(LR 1045) over WILLIAMS STREET
Structure number: 000000000028530
Old structure number: 480078065419390 (from 1992 edition)
Location: I78 EB OVER WILLIAMS ST.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 103.0 ft. [31.4 m]
Total length: 108.9 ft. [33.2 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 18.4 ft. [5.6 m]
Skew angle: 10°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,536 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Inventory rating: 67.9 tons [61.7 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 85.0 Fair Good Good Satisfactory - 29536
November 2013 85.0 Good Good Good Good - 30324
December 2011 85.0 Good Good Good Good - 29751
December 2009 81.0 Good Good Good Good FO 26828
December 2007 81.0 Good Good Good Good FO 26202
December 2005 79.0 Good Good Good Good FO 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 630 630 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,123 5,123 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 97 87 10 0 0
Joints
Compression Joint linear ft. 97 97 0 0 0
Bearings
Elastomeric Bearing each 12 12 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 218 218 0 0 0
BridgeReports.com | SR 78EB(LR 1045) over SR 412(LR 530)& RAMP, Northampton County, Pennsylvania
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SR 78EB(LR 1045) over SR 412(LR 530)& RAMP

Map

Coordinates:
+40.59500, -75.34167
40°35'42" N, 75°20'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78EB(LR 1045) over SR 412(LR 530)& RAMP
Structure number: 000000000028532
Old structure number: 480078066024390 (from 1992 edition)
Location: EXIT 21(67)PA.412
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 81.0 ft. [24.7 m]
Total length: 146.0 ft. [44.5 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 17.1 ft. [5.2 m]
Skew angle: 12°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,536 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 66.9 tons [60.8 metric tons]
Inventory rating: 47.9 tons [43.5 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 85.0 Fair Good Satisfactory Satisfactory - 29536
September 2013 85.0 Fair Good Satisfactory Satisfactory - 30324
September 2011 85.0 Fair Good Satisfactory Satisfactory - 29751
September 2009 85.0 Fair Good Satisfactory Satisfactory - 26828
September 2007 85.0 Good Good Good Good - 26202
August 2005 84.0 Good Good Good Good - 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 853 820 33 0 0
Deck
Reinforced Concrete Deck sq. ft. 6,906 6,906 0 0 0
Substructure
Reinforced Concrete Column each 6 0 6 0 0
Reinforced Concrete Abutment linear ft. 98 72 11 15 0
Reinforced Concrete Pier Cap linear ft. 94 78 13 3 0
Joints
Compression Joint linear ft. 98 98 0 0 0
Bearings
Elastomeric Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 291 291 0 0 0
BridgeReports.com | SR 78EB(LR 1045) over SR 2006(EASTON RD.), Northampton County, Pennsylvania
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SR 78EB(LR 1045) over SR 2006(EASTON RD.)

Map

Coordinates:
+40.59500, -75.32833
40°35'42" N, 75°19'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78EB(LR 1045) over SR 2006(EASTON RD.)
Structure number: 000000000028536
Old structure number: 480078067001470 (from 1992 edition)
Location: OVER SR2006(EASTON RD)
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 98.1 ft. [29.9 m]
Total length: 195.9 ft. [59.7 m]
Roadway width between curbs: 48.6 ft. [14.8 m]
Deck width edge-to-edge: 52.2 ft. [15.9 m]
Vertical clearance below bridge: 16.1 ft. [4.9 m]
Skew angle: 52°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,536 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 105.8 tons [96.2 metric tons]
Inventory rating: 52.9 tons [48.1 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 85.0 Fair Satisfactory Satisfactory Satisfactory - 29536
September 2013 85.0 Fair Good Satisfactory Satisfactory - 30324
September 2011 85.0 Fair Good Satisfactory Satisfactory - 29751
September 2009 85.0 Fair Good Satisfactory Satisfactory - 26828
September 2007 85.0 Good Good Good Good - 26202
July 2005 85.0 Good Good Good Good - 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,533 1,502 25 6 0
Deck
Reinforced Concrete Deck sq. ft. 10,652 0 10,652 0 0
Substructure
Reinforced Concrete Column each 8 8 0 0 0
Reinforced Concrete Abutment linear ft. 194 170 24 0 0
Reinforced Concrete Pier Cap linear ft. 168 150 18 0 0
Joints
Compression Joint linear ft. 267 267 0 0 0
Bearings
Elastomeric Bearing each 48 48 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 393 393 0 0 0
BridgeReports.com | SR 78EB(LR 1045) over T-386(MOCKINGBIRD LANE), Northampton County, Pennsylvania
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SR 78EB(LR 1045) over T-386(MOCKINGBIRD LANE)

Map

Coordinates:
+40.59833, -75.31833
40°35'54" N, 75°19'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78EB(LR 1045) over T-386(MOCKINGBIRD LANE)
Structure number: 000000000028538
Old structure number: 480078067403240 (from 1992 edition)
Location: OVER MOCKINGBIRD LANE
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 102.0 ft. [31.1 m]
Total length: 106.0 ft. [32.3 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 16.1 ft. [4.9 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,536 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Inventory rating: 63.9 tons [58.1 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 85.0 Fair Good Good Satisfactory - 29536
September 2013 85.0 Good Good Good Good - 30324
September 2011 85.0 Good Good Good Good - 29751
September 2009 85.0 Good Good Good Good - 26828
September 2007 85.0 Good Good Good Good - 26202
August 2005 83.0 Good Good Good Good - 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 725 725 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,035 5,035 0 0 0
Substructure
Other Material Abutment linear ft. 170 170 0 0 0
Joints
Compression Joint linear ft. 94 94 0 0 0
Bearings
Elastomeric Bearing each 14 14 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 212 212 0 0 0
BridgeReports.com | SR 78EB(LR 1045) over T-430 AND MORGANS RUN, Northampton County, Pennsylvania
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SR 78EB(LR 1045) over T-430 AND MORGANS RUN

Map

Coordinates:
+40.66167, -75.23667
40°39'42" N, 75°14'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78EB(LR 1045) over T-430 AND MORGANS RUN
Structure number: 000000000028551
Old structure number: 480078074001840 (from 1992 edition)
Location: OVER BERGER RD.(T-430)
Purpose: Carries highway over highway and waterway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 91.9 ft. [28.0 m]
Total length: 280.9 ft. [85.6 m]
Roadway width between curbs: 42.0 ft. [12.8 m]
Deck width edge-to-edge: 45.6 ft. [13.9 m]
Vertical clearance below bridge: 57.1 ft. [17.4 m]
Skew angle: 26°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 33,245 [as of 2015]
Truck traffic: 33% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present desirable criteria [8]
Underclearances appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 103.7 tons [94.3 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 85.0 Fair Good Satisfactory Good - 33245
March 2014 85.0 Fair Good Satisfactory Good - 32443
April 2012 85.0 Fair Good Satisfactory Good - 26920
April 2010 83.3 Fair Satisfactory Good Good - 27104
April 2008 84.3 Fair Satisfactory Good Good - 26828
March 2006 84.3 Good Good Good Good - 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 1,358 1,188 170 0 0
Deck
Reinforced Concrete Deck sq. ft. 13,956 13,258 698 0 0
Substructure
Reinforced Concrete Column each 6 4 2 0 0
Reinforced Concrete Abutment linear ft. 96 88 5 3 0
Reinforced Concrete Pier Cap linear ft. 104 86 14 4 0
Joints
Strip Seal Joint linear ft. 100 0 100 0 0
Bearings
Elastomeric Bearing each 30 20 10 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 553 553 0 0 0
BridgeReports.com | SR 78WB(LR 1045) over SO.MT.DRIVE(T-422), Northampton County, Pennsylvania
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SR 78WB(LR 1045) over SO.MT.DRIVE(T-422)

Map

Coordinates:
+40.59167, -75.37167
40°35'30" N, 75°22'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78WB(LR 1045) over SO.MT.DRIVE(T-422)
Structure number: 000000000028529
Old structure number: 480078064518730 (from 1992 edition)
Location: I-78 OVER SO.MT.DRIVE
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 58.1 ft. [17.7 m]
Total length: 121.1 ft. [36.9 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 15.1 ft. [4.6 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 30,485 [as of 2016]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 66.9 tons [60.8 metric tons]
Inventory rating: 39.9 tons [36.3 metric tons]
Sufficiency rating: 93.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2016 93.7 Good Good Good Good - 30485
January 2014 93.8 Good Good Good Good - 29783
January 2012 93.9 Good Good Good Good - 29511
January 2010 90.1 Good Good Very Good Good FO 26418
January 2008 94.4 Good Good Very Good Good - 25801
January 2006 94.5 Good Good Very Good Good - 25274

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 458 453 5 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,653 0 5,653 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Reinforced Concrete Abutment linear ft. 100 96 4 0 0
Reinforced Concrete Pier Cap linear ft. 80 72 8 0 0
Joints
Compression Joint linear ft. 191 176 15 0 0
Bearings
Elastomeric Bearing each 24 24 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 238 238 0 0 0
BridgeReports.com | SR 78WB(LR 1045) over WILLIAMS STREET, Northampton County, Pennsylvania
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SR 78WB(LR 1045) over WILLIAMS STREET

Map

Coordinates:
+40.59500, -75.35000
40°35'42" N, 75°20'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78WB(LR 1045) over WILLIAMS STREET
Structure number: 000000000028533
Old structure number: 480078065519570 (from 1992 edition)
Location: I78 WB OVER WILLIAMS ST.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 88.9 ft. [27.1 m]
Total length: 95.1 ft. [29.0 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 14.8 ft. [4.5 m]
Skew angle: 10°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,611 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Inventory rating: 64.9 tons [59.0 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 85.0 Fair Good Good Satisfactory - 29611
November 2013 85.0 Good Good Good Good - 29783
December 2011 85.0 Good Good Good Good - 29511
December 2009 85.0 Good Good Good Good - 26418
December 2007 85.0 Good Good Good Good - 25801
December 2005 79.0 Good Good Good Good FO 25274

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 475 475 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,513 4,513 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 97 91 6 0 0
Joints
Compression Joint linear ft. 97 97 0 0 0
Bearings
Elastomeric Bearing each 10 10 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 190 190 0 0 0
BridgeReports.com | SR 78WB(LR 1045) over SR 412 & RAMP(LR 530), Northampton County, Pennsylvania
Share:

SR 78WB(LR 1045) over SR 412 & RAMP(LR 530)

Map

Coordinates:
+40.59500, -75.34167
40°35'42" N, 75°20'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78WB(LR 1045) over SR 412 & RAMP(LR 530)
Structure number: 000000000028535
Old structure number: 480078066124390 (from 1992 edition)
Location: EXIT 67(21)PA 412
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 81.0 ft. [24.7 m]
Total length: 142.1 ft. [43.3 m]
Roadway width between curbs: 54.8 ft. [16.7 m]
Deck width edge-to-edge: 58.4 ft. [17.8 m]
Vertical clearance below bridge: 16.1 ft. [4.9 m]
Skew angle: 12°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,611 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 47.9 tons [43.5 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
September 2015 85.0 Fair Good Satisfactory Satisfactory - 29611
September 2013 85.0 Fair Good Satisfactory Satisfactory - 29783
September 2011 85.0 Fair Very Good Satisfactory Satisfactory - 29511
September 2009 85.0 Fair Very Good Satisfactory Satisfactory - 26418
September 2007 85.0 Good Very Good Good Good - 25801
August 2005 84.0 Good Very Good Good Good - 25274

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,117 1,093 24 0 0
Deck
Reinforced Concrete Deck sq. ft. 8,496 8,496 0 0 0
Substructure
Reinforced Concrete Column each 8 2 6 0 0
Reinforced Concrete Abutment linear ft. 122 94 16 12 0
Reinforced Concrete Pier Cap linear ft. 120 118 2 0 0
Joints
Compression Joint linear ft. 122 122 0 0 0
Bearings
Elastomeric Bearing each 48 48 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 285 285 0 0 0
BridgeReports.com | SR 78WB(LR 1045) over SR 2006(EASTON RD.), Northampton County, Pennsylvania
Share:

SR 78WB(LR 1045) over SR 2006(EASTON RD.)

Map

Coordinates:
+40.59500, -75.32833
40°35'42" N, 75°19'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78WB(LR 1045) over SR 2006(EASTON RD.)
Structure number: 000000000028537
Old structure number: 480078067102380 (from 1992 edition)
Location: OVER SR2006(EASTON RD)
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 102.0 ft. [31.1 m]
Total length: 220.2 ft. [67.1 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 18.0 ft. [5.5 m]
Skew angle: 52°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,611 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Inventory rating: 51.9 tons [47.2 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 85.0 Fair Satisfactory Satisfactory Satisfactory - 29611
September 2013 85.0 Fair Satisfactory Satisfactory Satisfactory - 29783
September 2011 85.0 Fair Satisfactory Satisfactory Satisfactory - 29511
September 2009 85.0 Fair Satisfactory Satisfactory Satisfactory - 26418
September 2007 85.0 Good Good Good Good - 25801
July 2005 85.0 Good Good Good Good - 25274

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,512 1,482 30 0 0
Deck
Reinforced Concrete Deck sq. ft. 10,505 0 10,505 0 0
Substructure
Reinforced Concrete Column each 8 8 0 0 0
Reinforced Concrete Abutment linear ft. 171 147 24 0 0
Reinforced Concrete Pier Cap linear ft. 150 134 12 4 0
Joints
Compression Joint linear ft. 191 191 0 0 0
Bearings
Elastomeric Bearing each 42 42 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 443 443 0 0 0
BridgeReports.com | SR 78WB(LR 1045) over MOCKINGBIRD LANE(T-386), Northampton County, Pennsylvania
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SR 78WB(LR 1045) over MOCKINGBIRD LANE(T-386)

Map

Coordinates:
+40.59833, -75.31833
40°35'54" N, 75°19'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78WB(LR 1045) over MOCKINGBIRD LANE(T-386)
Structure number: 000000000028539
Old structure number: 480078067503400 (from 1992 edition)
Location: OVER MOCKINGBIRD LANE
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 102.0 ft. [31.1 m]
Total length: 106.0 ft. [32.3 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 24.3 ft. [7.4 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 29,611 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Inventory rating: 63.9 tons [58.1 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 85.0 Fair Good Satisfactory Satisfactory - 29611
September 2013 85.0 Fair Good Satisfactory Good - 29783
September 2011 85.0 Fair Good Satisfactory Good - 29511
September 2009 85.0 Fair Very Good Satisfactory Good - 26418
September 2007 85.0 Fair Very Good Satisfactory Good - 25801
August 2005 83.0 Good Very Good Good Good - 25274

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 725 705 20 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,035 5,035 0 0 0
Substructure
Other Material Abutment linear ft. 245 244 1 0 0
Joints
Compression Joint linear ft. 94 74 20 0 0
Bearings
Elastomeric Bearing each 14 14 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 212 212 0 0 0
BridgeReports.com | SR 78WB(LR 1045) over T-430 AND MORGANS RUN, Northampton County, Pennsylvania
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SR 78WB(LR 1045) over T-430 AND MORGANS RUN

Map

Coordinates:
+40.66167, -75.23667
40°39'42" N, 75°14'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 78WB(LR 1045) over T-430 AND MORGANS RUN
Structure number: 000000000028552
Old structure number: 480078074102240 (from 1992 edition)
Location: OVER BERGER RD.(T-430)
Purpose: Carries highway over highway and waterway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 97.1 ft. [29.6 m]
Total length: 289.1 ft. [88.1 m]
Roadway width between curbs: 42.0 ft. [12.8 m]
Deck width edge-to-edge: 45.6 ft. [13.9 m]
Vertical clearance below bridge: 60.0 ft. [18.3 m]
Skew angle: 26°
Owner: State Highway Agency [01]
Year built: 1988
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 33,282 [as of 2015]
Truck traffic: 32% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present desirable criteria [8]
Underclearances appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 103.7 tons [94.3 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 85.0 Fair Satisfactory Satisfactory Good - 33282
April 2014 85.0 Fair Satisfactory Satisfactory Good - 32663
April 2012 85.0 Fair Satisfactory Good Good - 26509
April 2010 85.0 Fair Satisfactory Good Good - 26690
April 2008 85.0 Fair Satisfactory Good Good - 26418
March 2006 84.3 Good Good Good Good - 25274

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 1,400 1,010 390 0 0
Deck
Reinforced Concrete Deck sq. ft. 14,250 14,250 0 0 0
Substructure
Reinforced Concrete Column each 6 0 6 0 0
Reinforced Concrete Abutment linear ft. 96 86 10 0 0
Reinforced Concrete Pier Cap linear ft. 104 86 16 2 0
Joints
Strip Seal Joint linear ft. 100 50 50 0 0
Bearings
Elastomeric Bearing each 30 10 20 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 570 570 0 0 0
BridgeReports.com | I-78 EB over DELAWARE RIVER, Northampton County, Pennsylvania
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I-78 EB over DELAWARE RIVER

Map

Coordinates:
+40.66889, -75.18111
40°40'08" N, 75°10'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 EB over DELAWARE RIVER
Structure number: 000000000044166
Location: Easton
Purpose: Carries highway over railroad and waterway
Route classification: Principal Arterial - Interstate (Urban) [11]
Tolls: Yes [1]
Length of largest span: 228.0 ft. [69.5 m]
Total length: 1226.1 ft. [373.7 m]
Roadway width between curbs: 47.9 ft. [14.6 m]
Deck width edge-to-edge: 51.5 ft. [15.7 m]
Vertical clearance below bridge: 62.0 ft. [18.9 m]
Owner: Local Toll Authority [32]
Year built: 1989
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 7
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 32,200 [as of 2014]
Truck traffic: 24% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 63.9 tons [58.1 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 90.4
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 90.4 Fair Satisfactory Good Good FO 32200
May 2013 83.0 Fair Satisfactory Good Good - 28100
June 2011 83.0 Fair Satisfactory Good Good - 28100
BridgeReports.com | I-78 EB (LR 1045) over SR 3002(LR 48001)STREAM, Northampton County, Pennsylvania
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I-78 EB (LR 1045) over SR 3002(LR 48001)STREAM

Map

Coordinates:
+40.58167, -75.38833
40°34'54" N, 75°23'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 EB (LR 1045) over SR 3002(LR 48001)STREAM
Structure number: 000000000028525
Old structure number: 480078063405030 (from 1992 edition)
Location: I-78 OVER BLACK RIV.RD.
Purpose: Carries highway over highway and waterway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 109.9 ft. [33.5 m]
Total length: 213.9 ft. [65.2 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 14.8 ft. [4.5 m]
Skew angle: 51°
Owner: State Highway Agency [01]
Year built: 1989
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 30,407 [as of 2016]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating: 84.8 tons [77.1 metric tons]
Inventory rating: 38.9 tons [35.4 metric tons]
Sufficiency rating: 86.6

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 86.6 Fair Good Good Satisfactory - 30407
October 2014 86.6 Fair Good Good Satisfactory - 30324
October 2012 86.7 Fair Good Good Satisfactory - 30053
October 2010 86.8 Good Good Good Good - 29955
December 2008 87.9 Good Good Good Good - 26828
October 2006 88.4 Good Good Good Good - 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,481 1,406 70 5 0
Deck
Reinforced Concrete Deck sq. ft. 10,182 0 10,182 0 0
Substructure
Reinforced Concrete Column each 14 14 0 0 0
Reinforced Concrete Abutment linear ft. 141 127 12 2 0
Reinforced Concrete Pier Cap linear ft. 140 132 8 0 0
Joints
Compression Joint linear ft. 300 285 0 0 15
Bearings
Elastomeric Bearing each 42 42 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 440 440 0 0 0
BridgeReports.com | I-78 WB over DELAWARE RIVER, Northampton County, Pennsylvania
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I-78 WB over DELAWARE RIVER

Map

Coordinates:
+40.66889, -75.18111
40°40'08" N, 75°10'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 WB over DELAWARE RIVER
Structure number: 000000000044168
Location: EASTON
Purpose: Carries highway over railroad and waterway
Route classification: Principal Arterial - Interstate (Urban) [11]
Tolls: Yes [1]
Length of largest span: 228.0 ft. [69.5 m]
Total length: 1226.1 ft. [373.7 m]
Roadway width between curbs: 47.9 ft. [14.6 m]
Deck width edge-to-edge: 51.5 ft. [15.7 m]
Vertical clearance below bridge: 62.0 ft. [18.9 m]
Owner: Local Toll Authority [32]
Year built: 1989
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 7
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 32,200 [as of 2014]
Truck traffic: 24% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 63.9 tons [58.1 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 90.4
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2015 90.4 Fair Satisfactory Good Good FO 32200
May 2013 83.0 Fair Satisfactory Good Good - 57900
June 2011 83.0 Good Good Good Good - 57900
BridgeReports.com | I-78 WB (LR 1045) over SR 3002(LR 48001)STREAM, Northampton County, Pennsylvania
Share:

I-78 WB (LR 1045) over SR 3002(LR 48001)STREAM

Map

Coordinates:
+40.58167, -75.38833
40°34'54" N, 75°23'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 WB (LR 1045) over SR 3002(LR 48001)STREAM
Structure number: 000000000028527
Old structure number: 480078063506050 (from 1992 edition)
Location: I-78 OVER BLACK RIV.RD.
Purpose: Carries highway over highway and waterway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 107.0 ft. [32.6 m]
Total length: 205.1 ft. [62.5 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 15.7 ft. [4.8 m]
Skew angle: 51°
Owner: State Highway Agency [01]
Year built: 1989
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 30,485 [as of 2016]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 52.9 tons [48.1 metric tons]
Sufficiency rating: 86.6

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 86.6 Fair Good Satisfactory Satisfactory - 30485
October 2014 86.8 Fair Good Satisfactory Satisfactory - 29783
October 2012 86.7 Fair Good Satisfactory Satisfactory - 30040
October 2010 86.9 Fair Good Satisfactory Good - 29713
December 2008 88.1 Good Good Good Good - 26418
October 2006 88.5 Good Good Good Good - 25274

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,517 1,428 86 3 0
Deck
Reinforced Concrete Deck sq. ft. 10,182 0 10,182 0 0
Substructure
Reinforced Concrete Column each 14 14 0 0 0
Reinforced Concrete Abutment linear ft. 147 131 12 4 0
Reinforced Concrete Pier Cap linear ft. 147 132 10 5 0
Joints
Compression Joint linear ft. 300 151 149 0 0
Bearings
Elastomeric Bearing each 42 28 14 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 440 440 0 0 0
BridgeReports.com | I-78 EB (LR 1045) over PA 378 (LR 297), Northampton County, Pennsylvania
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I-78 EB (LR 1045) over PA 378 (LR 297)

Map

Coordinates:
+40.57469, -75.38988
40°34'29" N, 75°23'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 EB (LR 1045) over PA 378 (LR 297)
Structure number: 000000000028522
Old structure number: 480078063005990 (from 1992 edition)
Location: I-78 EB OVER PA.378
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 139.1 ft. [42.4 m]
Total length: 316.9 ft. [96.6 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 17.7 ft. [5.4 m]
Skew angle: 65°
Owner: State Highway Agency [01]
Year built: 1989
Year reconstructed: 2014
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 30,407 [as of 2016]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 67.9 tons [61.7 metric tons]
Inventory rating: 39.9 tons [36.3 metric tons]
Sufficiency rating: 86.6

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2016 86.6 Fair Good Satisfactory Satisfactory - 30407
January 2014 86.6 Fair Good Satisfactory Satisfactory - 30324
January 2012 86.7 Fair Good Satisfactory Satisfactory - 30053
January 2010 83.4 Fair Good Satisfactory Satisfactory FO 26828
January 2008 87.1 Fair Good Satisfactory Satisfactory - 26202
January 2006 87.3 Good Very Good Good Good - 25605
January 2004 87.3 Good Very Good Good Good - 25508
January 2002 89.0 Fair Satisfactory Good Good - 20995
March 2000 89.6 Good Good Good Good - 19454
March 1998 93.9 Fair Satisfactory Good Very Good - 13500
March 1996 92.1 Fair Satisfactory Good Very Good - 12854

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,838 1,720 118 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 14,994 0 14,994 0 0
Substructure
Reinforced Concrete Column each 12 12 0 0 0
Reinforced Concrete Abutment linear ft. 285 252 20 13 0
Reinforced Concrete Pier Cap linear ft. 210 200 0 10 0
Joints
Strip Seal Joint linear ft. 113 0 113 0 0
Compression Joint linear ft. 339 0 339 0 0
Bearings
Movable Bearing each 18 9 9 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 18 15 3 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 632 616 16 0 0
BridgeReports.com | I-78 WB (LR 1045) over PA 378 (LR 297), Northampton County, Pennsylvania
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I-78 WB (LR 1045) over PA 378 (LR 297)

Map

Coordinates:
+40.57534, -75.38975
40°34'31" N, 75°23'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 WB (LR 1045) over PA 378 (LR 297)
Structure number: 000000000028524
Old structure number: 480078063107360 (from 1992 edition)
Location: I-78 WB OVER PA. 378
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Urban) [11]
Length of largest span: 162.1 ft. [49.4 m]
Total length: 338.9 ft. [103.3 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Vertical clearance below bridge: 14.4 ft. [4.4 m]
Skew angle: 65°
Owner: State Highway Agency [01]
Year built: 1989
Year reconstructed: 2014
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 30,485 [as of 2016]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 43.9 tons [39.9 metric tons]
Inventory rating: 26.0 tons [23.6 metric tons]
Sufficiency rating: 74.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2016 74.5 Fair Good Satisfactory Satisfactory - 30485
January 2014 75.8 Fair Good Satisfactory Satisfactory - 29783
January 2012 72.1 Fair Good Satisfactory Satisfactory FO 30040
January 2010 72.7 Fair Good Satisfactory Satisfactory FO 26418
January 2008 76.5 Fair Good Satisfactory Satisfactory - 25801
January 2006 57.2 Good Good Good Good - 25274
January 2004 57.2 Good Good Good Good - 25019
January 2002 58.6 Fair Satisfactory Good Good - 20783
March 2000 59.4 Fair Satisfactory Good Good - 19454
March 1998 83.4 Fair Satisfactory Good Good - 13500
March 1996 81.9 Fair Satisfactory Good Good - 12461

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,964 1,856 108 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 16,215 0 16,215 0 0
Substructure
Reinforced Concrete Column each 12 11 1 0 0
Reinforced Concrete Abutment linear ft. 319 250 17 52 0
Reinforced Concrete Pier Cap linear ft. 244 236 0 8 0
Joints
Strip Seal Joint linear ft. 113 0 113 0 0
Compression Joint linear ft. 339 0 339 0 0
Bearings
Movable Bearing each 18 6 12 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 18 0 18 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 683 673 10 0 0
BridgeReports.com | 3005(LR48011SP) over LEHIGH RIVER,CANAL,NOR S, Northampton County, Pennsylvania
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3005(LR48011SP) over LEHIGH RIVER,CANAL,NOR S

Map

Coordinates:
+40.62169, -75.33388
40°37'18" N, 75°20'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: 3005(LR48011SP) over LEHIGH RIVER,CANAL,NOR S
Structure number: 000000000028757
Old structure number: 483005001000430 (from 1992 edition)
Location: BETHLEHEM-FREEMANSBURG
Purpose: Carries highway and pedestrian walkway over railroad and waterway
Route classification: Collector (Urban) [17]
Length of largest span: 190.0 ft. [57.9 m]
Total length: 507.9 ft. [154.8 m]
Roadway width between curbs: 29.9 ft. [9.1 m]
Deck width edge-to-edge: 38.4 ft. [11.7 m]
Vertical clearance below bridge: 21.3 ft. [6.5 m]
Owner: State Highway Agency [01]
Year built: 1990
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Steel continuous [4]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 7,194 [as of 2015]
Truck traffic: 6% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Meets minimum tolerable limits to be left in place as is [4]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 81.8 tons [74.4 metric tons]
Inventory rating: 49.0 tons [44.5 metric tons]
Sufficiency rating: 73.2

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 73.2 Good Good Good Good FO 7194
April 2014 73.2 Good Good Good Good FO 7222
April 2012 73.2 Good Good Good Good FO 7227
April 2010 72.2 Good Good Good Good FO 7149
April 2008 73.2 Good Good Good Good FO 7149
April 2006 74.4 Good Good Good Good FO 6802
April 2004 76.7 Good Good Good Good - 8873
April 2002 79.2 Good Good Good Good - 10802
April 2000 79.3 Good Good Good Good - 10485
May 1998 80.1 Good Good Very Good Good - 8149
May 1996 79.3 Good Good Very Good Good - 7619
May 1994 80.5 Good Very Good Very Good Good - 9575
July 1992 80.7 Good Very Good Very Good Very Good - 8818
September 1990 80.8 Good Excellent Excellent Very Good - 8578

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 2,023 2,012 11 0 0
Steel Protective Coating sq. ft. 43,013 43,013 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 19,472 18,304 1,168 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 50 50 0 0 0
Reinforced Concrete Abutment linear ft. 82 61 21 0 0
Reinforced Concrete Pier Cap linear ft. 105 100 5 0 0
Joints
Strip Seal Joint linear ft. 47 47 0 0 0
Compression Joint linear ft. 47 47 0 0 0
Other Joint linear ft. 39 39 0 0 0
Bearings
Movable Bearing each 16 13 3 0 0
Steel Protective Coating sq. ft. 32,259 32,259 0 0 0
Fixed Bearing each 8 4 4 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 1,012 1,012 0 0 0
Other Material Bridge Rail linear ft. 506 506 0 0 0
BridgeReports.com | HILLSIDE ROAD over CATASAUQUA CREEK, Northampton County, Pennsylvania
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HILLSIDE ROAD over CATASAUQUA CREEK

Map

Coordinates:
+40.71286, -75.44897
40°42'46" N, 75°26'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: HILLSIDE ROAD over CATASAUQUA CREEK
Structure number: 000000000028817
Old structure number: 487204046791200 (from 1992 edition)
Location: EAST OF SR 3021
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 30.8 ft. [9.4 m]
Total length: 33.1 ft. [10.1 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 27.6 ft. [8.4 m]
Owner: County Highway Agency [02]
Year built: 1991
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 13.5 / H 15 [2]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Open Grating [3]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 300 [as of 2015]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 59.8 tons [54.4 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 89.8

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2016 89.8 Good Good Good Good - 300
April 2014 89.8 Good Good Very Good Good - 300
April 2012 88.8 Good Good Good Good - 300
April 2010 89.8 Good Good Good Good - 300
May 2008 89.8 Good Good Good Very Good - 300
October 2005 89.8 Good Excellent Excellent Excellent - 300
October 2003 89.8 Good Excellent Excellent Excellent - 300
October 2001 89.8 Good Excellent Excellent Excellent - 300
October 1999 89.8 Good Excellent Excellent Excellent - 300
October 1997 89.8 Good Excellent Excellent Excellent - 300
November 1996 89.8 Good Excellent Excellent Excellent - 300
November 1994 88.8 Good Excellent Excellent Excellent - 300
January 1993 88.8 Good Excellent Excellent Excellent - 300
November 1991 80.8 Good Excellent Excellent Excellent FO 300
December 1989 36.7 Fair Good Satisfactory Fair FO 100
BridgeReports.com | LILLY HILL ROAD over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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LILLY HILL ROAD over HOKENDAUQUA CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LILLY HILL ROAD over HOKENDAUQUA CREEK
Structure number: 000000000028860
Old structure number: 487211060291440 (from 1992 edition)
Location: NORTH OF PA 946
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 29.9 ft. [9.1 m]
Total length: 32.2 ft. [9.8 m]
Roadway width between curbs: 25.3 ft. [7.7 m]
Deck width edge-to-edge: 28.5 ft. [8.7 m]
Owner: County Highway Agency [02]
Year built: 1991
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 50 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 51.9 tons [47.2 metric tons]
Inventory rating: 21.0 tons [19.1 metric tons]
Sufficiency rating: 81.2
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 81.2 Good Good Good Good - 50
March 2014 40.0 Poor Fair Serious Good SD 50
March 2013 40.0 Poor Fair Serious Good SD 50
March 2012 40.0 Poor Fair Serious Good SD 50
March 2010 100.0 Good - Good Good - 30
May 2008 100.0 Good - Good Good - 30
October 2005 100.0 Good Very Good Very Good Very Good - 30
October 2003 100.0 Good Excellent Excellent Excellent - 30
October 2001 100.0 Good Excellent Excellent Excellent - 30
October 1999 100.0 Good Excellent Excellent Excellent - 30
November 1997 100.0 Good Excellent Excellent Excellent - 30
October 1996 100.0 Good Excellent Excellent Excellent - 30
November 1994 100.0 Good Excellent Excellent Excellent - 30
February 1993 100.0 Good Excellent Excellent Excellent - 30
November 1991 100.0 Good Excellent Excellent Excellent - 30
December 1989 23.4 Poor Fair Poor Poor SD 30
BridgeReports.com | TOWNSHIP LINE ROAD over MONOCACY CREEK, Northampton County, Pennsylvania
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TOWNSHIP LINE ROAD over MONOCACY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: TOWNSHIP LINE ROAD over MONOCACY CREEK
Structure number: 000000000028911
Old structure number: 487301043490980 (from 1992 edition)
Location: WEST OF SR 3015
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 53.2 ft. [16.2 m]
Total length: 112.9 ft. [34.4 m]
Roadway width between curbs: 25.9 ft. [7.9 m]
Deck width edge-to-edge: 33.8 ft. [10.3 m]
Skew angle: 20°
Owner: County Highway Agency [02]
Year built: 1991
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 500 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 83.8 tons [76.2 metric tons]
Inventory rating: 37.0 tons [33.6 metric tons]
Sufficiency rating: 94.2

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 94.2 Fair Good Satisfactory Good - 500
May 2014 94.2 Fair Good Satisfactory Good - 500
May 2012 94.2 Fair Good Satisfactory Good - 500
May 2010 94.2 Good Good Good Good - 500
June 2008 94.2 Good Good Good Good - 500
November 2005 94.2 Good Very Good Very Good Very Good - 500
November 2003 94.2 Good Very Good Very Good Very Good - 500
November 2001 94.2 Good Very Good Very Good Very Good - 500
November 1999 94.2 Good Very Good Very Good Very Good - 500
December 1997 94.2 Good Very Good Very Good Very Good - 500
November 1996 94.2 Good Very Good Very Good Very Good - 500
November 1994 93.7 Good Very Good Very Good Very Good - 500
January 1993 93.7 Good Very Good Very Good Very Good - 500
February 1992 93.7 Good Very Good Very Good Very Good - 500
January 1990 9.3 Poor Serious Serious Serious SD 300
BridgeReports.com | BANGOR VEIN ROAD over MARTINS CREEK, Northampton County, Pennsylvania
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BANGOR VEIN ROAD over MARTINS CREEK

Map

Coordinates:
+40.90196, -75.19014
40°54'07" N, 75°11'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BANGOR VEIN ROAD over MARTINS CREEK
Structure number: 000000000028879
Old structure number: 487214072491930 (from 1992 edition)
Location: EAST OF NORTH BANGOR
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 37.1 ft. [11.3 m]
Total length: 38.1 ft. [11.6 m]
Roadway width between curbs: 24.6 ft. [7.5 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Skew angle: 24°
Owner: County Highway Agency [02]
Year built: 1992
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Other [9]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 77.9 tons [70.8 metric tons]
Inventory rating: 36.0 tons [32.7 metric tons]
Sufficiency rating: 96.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 96.0 Good Good Good Good - 150
November 2013 96.0 Good Good Good Good - 150
November 2011 96.0 Good Good Good Good - 150
November 2009 95.0 Good Good Good Good - 150
June 2008 95.0 Good Good Good Good - 150
January 2008 95.0 Good Good Good Good - 150
August 2005 96.0 Good Very Good Very Good Very Good - 150
August 2003 96.0 Good Excellent Excellent Very Good - 150
August 2001 96.0 Good Excellent Excellent Very Good - 150
August 1999 96.0 Good Excellent Excellent Excellent - 150
October 1997 96.0 Good Excellent Excellent Excellent - 150
September 1996 96.0 Good Excellent Excellent Excellent - 150
September 1995 96.0 Good Excellent Excellent Excellent - 150
October 1994 95.7 Good Excellent Excellent Excellent - 150
November 1992 95.7 Good Excellent Excellent Excellent - 150
November 1991 21.5 Poor Satisfactory Poor Poor SD 150
December 1989 21.5 Poor Satisfactory Poor Poor SD 150
BridgeReports.com | BERRY HOLLOW ROAD over OUGHOUGHTON CREEK, Northampton County, Pennsylvania
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BERRY HOLLOW ROAD over OUGHOUGHTON CREEK

Map

Coordinates:
+40.80679, -75.12506
40°48'24" N, 75°07'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BERRY HOLLOW ROAD over OUGHOUGHTON CREEK
Structure number: 000000000028837
Old structure number: 487208067890320 (from 1992 edition)
Location: 0.2 M. NORTH OF SR 1017
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 47.9 ft. [14.6 m]
Total length: 48.9 ft. [14.9 m]
Roadway width between curbs: 24.6 ft. [7.5 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Owner: County Highway Agency [02]
Year built: 1992
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 9 / H 10 [1]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 250 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 80.9 tons [73.5 metric tons]
Inventory rating: 38.0 tons [34.5 metric tons]
Sufficiency rating: 95.9

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 95.9 Good Good Good Good - 250
November 2013 94.9 Good Good Good Good - 250
November 2011 95.9 Good Good Good Good - 250
November 2009 94.9 Good Good Good Good - 250
February 2008 94.9 Good Good Good Good - 250
September 2005 95.9 Good Good Good Good - 250
September 2003 95.9 Good Very Good Very Good Very Good - 250
September 2001 95.9 Good Very Good Very Good Very Good - 250
September 1999 95.9 Good Very Good Very Good Very Good - 250
October 1997 95.9 Good Very Good Very Good Very Good - 250
September 1996 95.9 Good Very Good Very Good Very Good - 250
December 1995 95.1 Good Very Good Very Good Very Good - 250
December 1993 95.1 Good Very Good Very Good Very Good - 250
January 1992 38.1 Poor Fair Poor Poor SD 100
January 1990 38.1 Poor Fair Poor Poor SD 100
BridgeReports.com | STONE CHURCH ROAD over ALLEGHENY CREEK, Northampton County, Pennsylvania
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STONE CHURCH ROAD over ALLEGHENY CREEK

Map

Coordinates:
+40.87397, -75.10003
40°52'26" N, 75°06'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: STONE CHURCH ROAD over ALLEGHENY CREEK
Structure number: 000000000028872
Location: NE OF CENTERVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 21.0 ft. [6.4 m]
Total length: 21.0 ft. [6.4 m]
Roadway width between curbs: 25.9 ft. [7.9 m]
Deck width edge-to-edge: 29.9 ft. [9.1 m]
Skew angle: 30°
Owner: County Highway Agency [02]
Year built: 1992
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 13.5 / H 15 [2]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 78.9 tons [71.7 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 99.0
Estimated cost of work: $400,000

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
August 2016 99.0 Good 7 out of 10 - 150
August 2014 99.0 Good 7 out of 10 - 150
August 2012 99.0 Good 7 out of 10 - 150
BridgeReports.com | JACOBY CREEK ROAD over JACOBY CREEK, Northampton County, Pennsylvania
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JACOBY CREEK ROAD over JACOBY CREEK

Map

Coordinates:
+40.91416, -75.10835
40°54'51" N, 75°06'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: JACOBY CREEK ROAD over JACOBY CREEK
Structure number: 000000000028877
Old structure number: 487214070391820 (from 1992 edition)
Location: NW OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 51.8 ft. [15.8 m]
Total length: 54.1 ft. [16.5 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 31.5 ft. [9.6 m]
Skew angle: 45°
Owner: County Highway Agency [02]
Year built: 1993
Historic significance: Historical significance is not determinable at this time [4]
Design load: M 18 / H 20 [4]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 91.9 tons [83.5 metric tons]
Inventory rating: 54.9 tons [49.9 metric tons]
Sufficiency rating: 99.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $75,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 99.0 Good Good Very Good Good - 200
November 2013 100.0 Good Good Very Good Good - 200
November 2011 100.0 Good Good Very Good Good - 200
November 2009 99.0 Good Good Good Good - 200
February 2008 99.0 Good Good Good Good - 200
August 2005 100.0 Good Very Good Very Good Very Good - 200
August 2003 84.4 Good Excellent Excellent Excellent - 200
August 2001 84.4 Good Excellent Excellent Excellent - 200
August 1999 84.4 Good Excellent Excellent Excellent - 200
October 1997 49.7 Good Excellent Excellent Excellent - 200
September 1996 49.7 Good Excellent Excellent Excellent - 200
October 1994 82.9 Good Excellent Excellent Excellent - 200
November 1992 23.6 Poor Good Fair Poor SD 200
November 1991 23.6 Poor Good Fair Poor SD 200
December 1989 23.6 Poor Very Good Fair Poor SD 200
BridgeReports.com | ASH ROAD over HOKENDAUQUA CREEK, Northampton County, Pennsylvania
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ASH ROAD over HOKENDAUQUA CREEK

Map

Coordinates:
+40.76102, -75.47464
40°45'40" N, 75°28'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: ASH ROAD over HOKENDAUQUA CREEK
Structure number: 000000000028825
Old structure number: 487207047491350 (from 1992 edition)
Location: 0.3 M. SOUTH OF PA 248
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 50.9 ft. [15.5 m]
Total length: 51.8 ft. [15.8 m]
Roadway width between curbs: 24.9 ft. [7.6 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Owner: County Highway Agency [02]
Year built: 1994
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 13.5 / H 15 [2]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Other [9]
Wearing surface: Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 51.9 tons [47.2 metric tons]
Inventory rating: 16.9 tons [15.4 metric tons]
Sufficiency rating: 71.2
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 71.2 Fair Good Good Satisfactory - 200
March 2014 36.9 Poor Satisfactory Serious Satisfactory SD 200
March 2013 36.9 Poor Good Serious Satisfactory SD 200
March 2012 36.9 Poor Good Serious Good SD 200
March 2010 100.0 Good Excellent - Good - 100
May 2008 100.0 Good Excellent Good Good - 100
October 2005 100.0 Good Excellent Excellent Excellent - 100
October 2003 100.0 Good Excellent Excellent Excellent - 100
October 2001 99.9 Good Excellent Excellent Excellent - 100
October 1999 99.9 Good Excellent Excellent Excellent - 100
October 1997 99.9 Good Excellent Excellent Excellent - 100
November 1996 99.9 Good Excellent Excellent Excellent - 100
December 1994 99.9 Good Excellent Excellent Excellent - 100
December 1992 31.7 Poor Good Poor Fair SD 100
November 1991 31.7 Poor Good Poor Fair SD 100
December 1989 31.7 Poor Good Poor Fair SD 100
BridgeReports.com | EAST CHESTNUT ST over SCHOENECK CREEK, Northampton County, Pennsylvania
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EAST CHESTNUT ST over SCHOENECK CREEK

Map

Coordinates:
+40.74389, -75.30139
40°44'38" N, 75°18'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: EAST CHESTNUT ST over SCHOENECK CREEK
Structure number: 000000000047418
Location: NAZARETH
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 17.1 ft. [5.2 m]
Total length: 36.1 ft. [11.0 m]
Roadway width between curbs: 30.2 ft. [9.2 m]
Deck width edge-to-edge: 43.6 ft. [13.3 m]
Skew angle: 49°
Owner: City or Municipal Highway Agency [04]
Year built: 1994
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2012]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating: 101.8 tons [92.5 metric tons]
Sufficiency rating: 98.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
August 2016 98.0 Good 7 out of 10 - 200
August 2014 98.0 Good 7 out of 10 - 200
August 2012 98.0 Good 7 out of 10 - 200
BridgeReports.com | LITTLE CREEK ROAD over LITTLE MARTINS CREEK, Northampton County, Pennsylvania
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LITTLE CREEK ROAD over LITTLE MARTINS CREEK

Map

Coordinates:
+40.81743, -75.17481
40°49'03" N, 75°10'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: LITTLE CREEK ROAD over LITTLE MARTINS CREEK
Structure number: 000000000028834
Old structure number: 487208065992090 (from 1992 edition)
Location: 1.5 MILE WEST OF PA611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 22.0 ft. [6.7 m]
Total length: 22.0 ft. [6.7 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 26.9 ft. [8.2 m]
Skew angle:
Owner: County Highway Agency [02]
Year built: 1995
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 18 / H 20 [4]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2010]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 72.8 tons [66.2 metric tons]
Inventory rating: 42.9 tons [39.0 metric tons]
Sufficiency rating: 94.5

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
December 2015 94.5 Good 7 out of 10 - 200
December 2013 94.5 Good 7 out of 10 - 200
December 2011 94.5 Good 7 out of 10 - 200
December 2009 94.5 Good 7 out of 10 - 200
February 2008 94.5 Good 7 out of 10 - 200
August 2005 94.5 Good 8 out of 10 - 200
September 2003 94.5 Good 9 out of 10 - 200
October 2001 94.4 Good 9 out of 10 - 200
October 1999 94.4 Good 9 out of 10 - 200
October 1997 94.4 Good 9 out of 10 - 200
September 1996 94.4 Good 9 out of 10 - 200
February 1993 28.7 Poor N out of 10 SD 200
December 1991 28.7 Poor N out of 10 SD 200
January 1990 28.7 Poor N out of 10 SD 200
BridgeReports.com | MIDDLE VILLAGE RD over JACOBY CREEK, Northampton County, Pennsylvania
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MIDDLE VILLAGE RD over JACOBY CREEK

Map

Coordinates:
+40.91084, -75.11292
40°54'39" N, 75°06'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: MIDDLE VILLAGE RD over JACOBY CREEK
Structure number: 000000000028876
Old structure number: 487214070390370 (from 1992 edition)
Location: NW OF PA 611
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 34.1 ft. [10.4 m]
Total length: 35.1 ft. [10.7 m]
Roadway width between curbs: 24.6 ft. [7.5 m]
Deck width edge-to-edge: 28.2 ft. [8.6 m]
Owner: County Highway Agency [02]
Year built: 1995
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 13.5 / H 15 [2]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Other [9]
Wearing surface: Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2010]
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 60.8 tons [55.3 metric tons]
Sufficiency rating: 96.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 96.0 Good Good Good Good - 150
December 2013 96.0 Good Good Good Good - 150
December 2011 96.0 Good Good Good Good - 150
December 2009 96.0 Good Good Good Good - 150
February 2008 96.0 Good Good Good Good - 150
August 2005 96.0 Good Very Good Very Good Very Good - 150
August 2003 96.0 Good Excellent Excellent Excellent - 150
August 2001 96.0 Good Excellent Excellent Excellent - 150
August 1999 96.0 Good Excellent Excellent Excellent - 150
October 1997 96.0 Good Excellent Excellent Excellent - 150
September 1996 96.0 Good Excellent Excellent Excellent - 150
October 1994 21.7 Poor Satisfactory Poor Satisfactory SD 150
November 1992 21.7 Poor Satisfactory Poor Good SD 150
November 1991 21.7 Poor Satisfactory Poor Good SD 150
December 1989 21.7 Poor Satisfactory Poor Good SD 150
BridgeReports.com | SR 248 (LR 471) over BERTSCH CREEK, Northampton County, Pennsylvania
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SR 248 (LR 471) over BERTSCH CREEK

Map

Coordinates:
+40.76575, -75.56711
40°45'57" N, 75°34'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 248 (LR 471) over BERTSCH CREEK
Structure number: 000000000028572
Old structure number: 480248007022520 (from 1992 edition)
Location: BERLINSVILLE
Purpose: Carries highway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 42.0 ft. [12.8 m]
Total length: 43.0 ft. [13.1 m]
Roadway width between curbs: 44.0 ft. [13.4 m]
Deck width edge-to-edge: 47.6 ft. [14.5 m]
Owner: State Highway Agency [01]
Year built: 1995
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 9,753 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 85.8 tons [78.0 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 97.7
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 97.7 Fair Good Very Good Satisfactory - 9753
August 2013 97.7 Fair Good Very Good Satisfactory - 9810
August 2011 96.6 Fair Good Very Good Satisfactory - 10152
August 2009 95.7 Fair Good Very Good Satisfactory - 10038
August 2007 95.7 Fair Good Very Good Satisfactory - 9979
July 2005 95.7 Good Good Very Good Very Good - 9755
July 2003 95.6 Good Good Very Good Very Good - 10090
July 2001 95.7 Good Good Very Good Very Good - 9873
September 1999 95.8 Good Good Very Good Very Good - 9334
September 1997 96.3 Good Good Very Good Good - 7385
October 1995 98.4 Good Excellent Excellent Excellent - 7036
July 1994 34.7 Poor Fair Poor Poor SD 6858
September 1992 34.9 Poor Fair Poor Fair SD 6697
December 1990 35.0 Poor Fair Poor Poor SD 6470

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 208 208 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 1,971 1,971 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 107 102 5 0 0
Bearings
Elastomeric Bearing each 10 10 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 83 83 0 0 0
BridgeReports.com | RTE 145 over LEHIGH R.;NORFOLK SOUTHE, Northampton County, Pennsylvania
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RTE 145 over LEHIGH R.;NORFOLK SOUTHE

Map

Coordinates:
+40.06580, -75.04105
40°03'57" N, 75°02'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: RTE 145 over LEHIGH R.;NORFOLK SOUTHE
Structure number: 000000000039624
Old structure number: 480145000400000 (from 1992 edition)
Location: TREICHLERS BRIDGE
Purpose: Carries highway over highway, waterway, and railroad
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 157.2 ft. [47.9 m]
Total length: 1213.0 ft. [369.7 m]
Roadway width between curbs: 64.0 ft. [19.5 m]
Deck width edge-to-edge: 70.5 ft. [21.5 m]
Vertical clearance below bridge: 22.6 ft. [6.9 m]
Owner: State Highway Agency [01]
Year built: 1997
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 8
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 13,666 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 85.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 85.0 Good Good Good Good - 13666
August 2013 85.0 Good Good Good Very Good - 13746
August 2011 85.0 Good Good Good Very Good - 7807
August 2009 85.1 Good Very Good Good Very Good - 7559
October 2008 85.1 Good Very Good Good Very Good - 7544
August 2007 85.0 Good Very Good Good Very Good - 14383
November 2005 85.0 Good Very Good Good Very Good - 13662
November 2003 85.0 Good Very Good Very Good Very Good - 13662
July 2001 91.8 Good Very Good Good Very Good - 4128
November 1999 92.1 Good Very Good Very Good Very Good - 4000
November 1997 81.0 Good Excellent Excellent Excellent - 10045

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 831 831 0 0 0
Prestressed Concrete Girder/Beam linear ft. 9,178 9,178 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 86,970 85,591 1,379 0 0
Substructure
Reinforced Concrete Column each 16 16 0 0 0
Reinforced Concrete Abutment linear ft. 96 94 2 0 0
Other Material Abutment linear ft. 121 121 0 0 0
Reinforced Concrete Pier Cap linear ft. 510 509 0 1 0
Joints
Strip Seal Joint linear ft. 292 221 71 0 0
Bearings
Elastomeric Bearing each 138 138 0 0 0
Pot Bearing each 16 15 1 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 4,842 4,699 138 5 0
BridgeReports.com | PA 191 ( LR 48035) over LITTLE BUSHKILL CREEK, Northampton County, Pennsylvania
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PA 191 ( LR 48035) over LITTLE BUSHKILL CREEK

Map

Coordinates:
+40.79346, -75.26455
40°47'36" N, 75°15'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 191 ( LR 48035) over LITTLE BUSHKILL CREEK
Structure number: 000000000040279
Old structure number: 480191024200000 (from 1992 edition)
Location: VILLAGE OF EDELMANS
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 95.1 ft. [29.0 m]
Total length: 98.1 ft. [29.9 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 42.7 ft. [13.0 m]
Skew angle: 50°
Owner: State Highway Agency [01]
Year built: 1998
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 7,535 [as of 2015]
Truck traffic: 3% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Satisfactory [6 out of 9]
Structural appraisal: Equal to present minimum criteria [6]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 59.8 tons [54.4 metric tons]
Sufficiency rating: 94.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 94.0 Fair Good Good Satisfactory - 7535
November 2014 94.0 Fair Good Good Satisfactory - 7535
December 2012 94.0 Fair Good Very Good Satisfactory - 7576
December 2010 93.0 Good Good Very Good Good - 7510
December 2008 92.2 Good Good Very Good Good - 10250
December 2006 92.4 Good Good Very Good Very Good - 9875
December 2004 92.7 Good Very Good Very Good Very Good - 9557
January 2003 92.7 Good Very Good Very Good Very Good - 9444
January 2001 89.7 Good Very Good Very Good Very Good - 13962
January 1999 89.9 Good Excellent Excellent Excellent - 13661
BridgeReports.com | 10th Street over Nancy Run, Northampton County, Pennsylvania
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10th Street over Nancy Run

Map

Coordinates:
+40.65806, -75.32500
40°39'29" N, 75°19'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: 10th Street over Nancy Run
Structure number: 000000000045343
Old structure number: 487101000000030 (from 1992 edition)
Location: Nancy Run Estates
Purpose: Carries highway and pedestrian walkway over relief for waterway
Route classification: Local (Urban) [19]
Tolls: Yes [1]
Length of largest span: 23.0 ft. [7.0 m]
Total length: 23.0 ft. [7.0 m]
Owner: Town or Township Highway Agency [03]
Year built: 2000
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 10 [as of 2011]
Structural appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 109.8 tons [99.8 metric tons]
Inventory rating: 102.7 tons [93.4 metric tons]
Sufficiency rating: 100.0

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
March 2015 100.0 Good 7 out of 10 - 10
March 2013 100.0 Good 7 out of 10 - 10
March 2011 100.0 Good 7 out of 10 - 250
BridgeReports.com | Bridge Lane over Nancy Run, Northampton County, Pennsylvania
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Bridge Lane over Nancy Run

Map

Coordinates:
+40.65944, -75.31944
40°39'34" N, 75°19'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Bridge Lane over Nancy Run
Structure number: 000000000045344
Old structure number: 487101000000040 (from 1992 edition)
Location: Emerald Hills Development
Purpose: Carries highway and pedestrian walkway over relief for waterway
Route classification: Local (Urban) [19]
Length of largest span: 33.1 ft. [10.1 m]
Total length: 33.1 ft. [10.1 m]
Owner: Town or Township Highway Agency [03]
Year built: 2000
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 250 [as of 2011]
Structural appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating: 82.8 tons [75.3 metric tons]
Sufficiency rating: 100.0

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
March 2015 100.0 Good 7 out of 10 - 250
March 2013 100.0 Good 7 out of 10 - 250
March 2011 100.0 Good 7 out of 10 - 250
March 2009 100.0 Good 7 out of 10 - 100
BridgeReports.com | I-78 WB (LR 1045) over SR 2014(LR 48090), Northampton County, Pennsylvania
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I-78 WB (LR 1045) over SR 2014(LR 48090)

Map

Coordinates:
+40.63209, -75.27845
40°37'56" N, 75°16'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 WB (LR 1045) over SR 2014(LR 48090)
Structure number: 000000000041043
Old structure number: 480078070520900 (from 1992 edition)
Location: W.B.OVER REDINGTON RD.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Interstate (Rural) [01]
Length of largest span: 85.0 ft. [25.9 m]
Total length: 86.9 ft. [26.5 m]
Roadway width between curbs: 84.0 ft. [25.6 m]
Deck width edge-to-edge: 87.3 ft. [26.6 m]
Vertical clearance below bridge: 21.7 ft. [6.6 m]
Skew angle: 16°
Owner: State Highway Agency [01]
Year built: 2000
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 29,611 [as of 2014]
Truck traffic: 23% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 77.9 tons [70.8 metric tons]
Inventory rating: 44.9 tons [40.8 metric tons]
Sufficiency rating: 85.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2014 85.0 Good Good Good Good - 29611
January 2013 85.0 Good Good Very Good Good - 29783
January 2011 85.0 Good Good Very Good Good - 29713
January 2009 85.0 Good Very Good Very Good Very Good - 26418
January 2007 85.0 Good Very Good Very Good Very Good - 25274
BridgeReports.com | Washington Street over Nancy Run, Northampton County, Pennsylvania
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Washington Street over Nancy Run

Map

Coordinates:
+40.65944, -75.31694
40°39'34" N, 75°19'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Washington Street over Nancy Run
Structure number: 000000000045345
Old structure number: 487101000000050 (from 1992 edition)
Location: Emerald Hills Development
Purpose: Carries highway and pedestrian walkway over relief for waterway
Route classification: Local (Urban) [19]
Length of largest span: 35.1 ft. [10.7 m]
Total length: 35.1 ft. [10.7 m]
Owner: Town or Township Highway Agency [03]
Year built: 2000
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 250 [as of 2011]
Structural appraisal: Better than present minimum criteria [7]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 75.8 tons [68.9 metric tons]
Inventory rating: 41.9 tons [38.1 metric tons]
Sufficiency rating: 100.0

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
March 2015 100.0 Good 7 out of 10 - 250
March 2013 100.0 Good 7 out of 10 - 250
March 2011 100.0 Good 7 out of 10 - 250
March 2009 100.0 Good 7 out of 10 - 100
BridgeReports.com | I-78 EB (LR 1045) over RAMPS A&B SR 8018, Northampton County, Pennsylvania
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I-78 EB (LR 1045) over RAMPS A&B SR 8018

Map

Coordinates:
+40.63867, -75.27217
40°38'19" N, 75°16'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 EB (LR 1045) over RAMPS A&B SR 8018
Structure number: 000000000041283
Old structure number: 480078071023430 (from 1992 edition)
Location: E.B. OVER SR 8018
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Interstate (Rural) [01]
Length of largest span: 130.9 ft. [39.9 m]
Total length: 320.9 ft. [97.8 m]
Roadway width between curbs: 58.1 ft. [17.7 m]
Deck width edge-to-edge: 61.0 ft. [18.6 m]
Vertical clearance below bridge: 18.0 ft. [5.5 m]
Skew angle: 34°
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 34,120 [as of 2015]
Truck traffic: 29% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 76.9 tons [69.9 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 85.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 85.0 Good Good Good Good - 34120
April 2013 84.0 Good Good Very Good Good - 32443
August 2011 84.0 Good Good Excellent Good - 26920
August 2009 50.6 Good Good Excellent Good - 26828
November 2007 50.6 Good Good Excellent Good - 26202
November 2005 48.6 Good Excellent Excellent Very Good - 25605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 2,436 2,436 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 24,459 0 24,459 0 0
Substructure
Reinforced Concrete Column each 10 10 0 0 0
Reinforced Concrete Abutment linear ft. 188 177 11 0 0
Reinforced Concrete Pier Cap linear ft. 152 145 7 0 0
Joints
Strip Seal Joint linear ft. 155 155 0 0 0
Bearings
Elastomeric Bearing each 48 48 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 621 621 0 0 0
BridgeReports.com | I-78 WB (LR 1045) over RAMPS A&B SR8018, Northampton County, Pennsylvania
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I-78 WB (LR 1045) over RAMPS A&B SR8018

Map

Coordinates:
+40.63873, -75.27260
40°38'19" N, 75°16'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: I-78 WB (LR 1045) over RAMPS A&B SR8018
Structure number: 000000000041127
Old structure number: 480078071123450 (from 1992 edition)
Location: W.B.OVER SR 8018
Purpose: Carries highway overpass over highway
Route classification: Principal Arterial - Interstate (Rural) [01]
Length of largest span: 130.9 ft. [39.9 m]
Total length: 316.0 ft. [96.3 m]
Roadway width between curbs: 60.0 ft. [18.3 m]
Deck width edge-to-edge: 63.0 ft. [19.2 m]
Vertical clearance below bridge: 26.9 ft. [8.2 m]
Skew angle: 34°
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 34,157 [as of 2015]
Truck traffic: 28% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 72.8 tons [66.2 metric tons]
Inventory rating: 42.9 tons [39.0 metric tons]
Sufficiency rating: 85.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
March 2015 85.0 Fair Satisfactory Good Good - 34157
April 2013 85.0 Fair Satisfactory Good Good - 56422
April 2011 46.5 Fair Satisfactory Good Good FO 23759
April 2009 46.5 Fair Satisfactory Very Good Very Good - 23759
April 2007 44.5 Good Good Very Good Very Good - 49559
April 2005 44.5 Good Very Good Very Good Very Good - 49032

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 2,247 2,247 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 19,614 0 19,614 0 0
Substructure
Reinforced Concrete Column each 10 10 0 0 0
Reinforced Concrete Abutment linear ft. 160 152 8 0 0
Reinforced Concrete Pier Cap linear ft. 150 147 3 0 0
Joints
Strip Seal Joint linear ft. 126 126 0 0 0
Bearings
Elastomeric Bearing each 42 42 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 622 622 0 0 0
BridgeReports.com | PA 329-LR175 over QUARRY, Northampton County, Pennsylvania
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PA 329-LR175 over QUARRY

Map

Coordinates:
+40.69536, -75.48432
40°41'43" N, 75°29'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 329-LR175 over QUARRY
Structure number: 000000000041352
Old structure number: 480329004000000 (from 1992 edition)
Location: NOR-BATH BOULEVARD
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 123.0 ft. [37.5 m]
Total length: 128.0 ft. [39.0 m]
Roadway width between curbs: 39.4 ft. [12.0 m]
Deck width edge-to-edge: 42.3 ft. [12.9 m]
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 12,892 [as of 2015]
Truck traffic: 10% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 97.8 tons [88.9 metric tons]
Inventory rating: 58.9 tons [53.5 metric tons]
Sufficiency rating: 92.1

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 92.1 Good Good Very Good Good - 12892
January 2014 94.7 Good Good Very Good Good - 11457
January 2012 94.7 Good Very Good Very Good Good - 11465
January 2010 94.3 Good Very Good Very Good Very Good - 12374
January 2008 94.3 Good Very Good Very Good Very Good - 12301
January 2006 94.7 Good Very Good Very Good Very Good - 11462
January 2004 94.8 Good Very Good Excellent Excellent - 11125
January 2002 95.0 Good Excellent Excellent Excellent - 10587
May 2000 41.6 Poor Poor Poor Poor SD 10587
June 1998 44.1 Poor Poor Poor Poor SD 7752
June 1996 41.4 Poor Poor Poor Poor SD 7865
June 1994 62.1 Fair Fair Fair Fair FO 7636
August 1992 44.1 Poor Fair Poor Satisfactory SD 7529
October 1990 62.4 Fair Fair Fair Satisfactory FO 7187

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 640 640 0 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 5,504 0 5,504 0 0
Substructure
Reinforced Concrete Abutment linear ft. 110 106 4 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 3 3 0 0 0
Joints
Strip Seal Joint linear ft. 86 86 0 0 0
Bearings
Elastomeric Bearing each 10 10 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 256 256 0 0 0
BridgeReports.com | PA 33 over RIVER,CANAL,NORF/SOUTH R, Northampton County, Pennsylvania
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PA 33 over RIVER,CANAL,NORF/SOUTH R

Map

Coordinates:
+40.64252, -75.27763
40°38'33" N, 75°16'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 33 over RIVER,CANAL,NORF/SOUTH R
Structure number: 000000000041393
Old structure number: 480033000403120 (from 1992 edition)
Location: GENE HARTZELL BRIDGE
Purpose: Carries highway over railroad and waterway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 594.2 ft. [181.1 m]
Total length: 1873.1 ft. [570.9 m]
Roadway width between curbs: 76.1 ft. [23.2 m]
Deck width edge-to-edge: 80.7 ft. [24.6 m]
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 4
Main spans material: Steel continuous [4]
Main spans design: Truss - Deck [09]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 46,246 [as of 2016]
Truck traffic: 15% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present minimum criteria [6]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 71.8 tons [65.3 metric tons]
Inventory rating: 44.9 tons [40.8 metric tons]
Sufficiency rating: 81.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 81.0 Good Good Very Good Good FO 46246
January 2014 81.0 Good Good Very Good Good FO 46242
January 2012 84.0 Good Very Good Very Good Good FO 18753
January 2010 84.1 Good Very Good Good Very Good - 18652
January 2008 81.0 Good Very Good Good Very Good - 43342
January 2006 87.8 Good Very Good Good Excellent - 20000
January 2004 87.8 Good Very Good Good Excellent - 20000
January 2002 100.0 Good Excellent Excellent Excellent - -

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 19,973 19,973 0 0 0
Steel Protective Coating sq. ft. 64,519 64,519 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 156,997 155,427 1,570 0 0
Superstructure
Steel Truss linear ft. 1,728 1,728 0 0 0
Steel Protective Coating sq. ft. 43,013 43,013 0 0 0
Steel Floor Beam linear ft. 2,524 2,524 0 0 0
Steel Protective Coating sq. ft. 43,013 43,013 0 0 0
Substructure
Reinforced Concrete Column each 10 9 1 0 0
Reinforced Concrete Abutment linear ft. 188 183 5 0 0
Reinforced Concrete Pile Cap/Footing linear ft. 7 7 0 0 0
Reinforced Concrete Pier Cap linear ft. 314 314 0 0 0
Joints
Compression Joint linear ft. 108 108 0 0 0
Other Joint linear ft. 282 282 0 0 0
Bearings
Elastomeric Bearing each 22 22 0 0 0
Movable Bearing each 11 11 0 0 0
Steel Protective Coating sq. ft. 10,753 10,753 0 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Disk Bearing each 10 10 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 3,739 3,737 2 0 0
BridgeReports.com | SR 2018 over SR 33, Northampton County, Pennsylvania
Share:

SR 2018 over SR 33

Map

Coordinates:
+40.65259, -75.28772
40°39'09" N, 75°17'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 2018 over SR 33
Structure number: 000000000041306
Old structure number: 482018006400920 (from 1992 edition)
Location: FREEMANSBURG AVE INTER.
Purpose: Carries highway overpass over highway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 85.0 ft. [25.9 m]
Total length: 168.0 ft. [51.2 m]
Roadway width between curbs: 87.9 ft. [26.8 m]
Deck width edge-to-edge: 90.9 ft. [27.7 m]
Vertical clearance below bridge: 16.7 ft. [5.1 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 14,542 [as of 2014]
Truck traffic: 6% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 88.8 tons [80.7 metric tons]
Inventory rating: 52.9 tons [48.1 metric tons]
Sufficiency rating: 98.3
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 98.3 Good Good Good Good - 14542
November 2013 98.3 Good Good Good Good - 14542
November 2011 97.6 Fair Satisfactory Very Good Good - 7743
November 2009 98.6 Good Good Very Good Good - 7599
November 2007 98.4 Good Good Very Good Good - 12898
November 2005 98.8 Good Good Very Good Very Good - 12472
November 2003 99.0 Good Good Very Good Very Good - 10774
November 2001 97.0 Good Excellent Excellent Excellent - 10252

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 1,252 1,252 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 14,784 0 14,784 0 0
Substructure
Reinforced Concrete Column each 6 6 0 0 0
Other Material Abutment linear ft. 204 203 1 0 0
Reinforced Concrete Pier Cap linear ft. 84 84 0 0 0
Joints
Compression Joint linear ft. 182 182 0 0 0
Bearings
Elastomeric Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 336 335 1 0 0
BridgeReports.com | SR 3022 (LR 530) over WALKING PATH, Northampton County, Pennsylvania
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SR 3022 (LR 530) over WALKING PATH

Map

Coordinates:
+40.61167, -75.35302
40°36'42" N, 75°21'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 3022 (LR 530) over WALKING PATH
Structure number: 000000000041252
Old structure number: 483022005003380 (from 1992 edition)
Location: 4TH STREET
Purpose: Carries highway and pedestrian walkway over pedestrian/bicycle trail
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 85.0 ft. [25.9 m]
Total length: 86.9 ft. [26.5 m]
Roadway width between curbs: 36.1 ft. [11.0 m]
Deck width edge-to-edge: 47.9 ft. [14.6 m]
Skew angle: 60°
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 5,037 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 45.9 tons [41.7 metric tons]
Sufficiency rating: 96.6
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 96.6 Good Good Very Good Good - 5037
October 2013 92.5 Good Good Very Good Good FO 5066
October 2011 91.9 Good Good Very Good Good FO 7079
October 2009 91.9 Good Good Very Good Good - 6855
October 2007 91.9 Good Good Very Good Good - 6855

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 592 592 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,272 4,272 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 198 198 0 0 0
Bearings
Elastomeric Bearing each 14 14 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 178 178 0 0 0
BridgeReports.com | SR 33 NB over SR 2007, Northampton County, Pennsylvania
Share:

SR 33 NB over SR 2007

Map

Coordinates:
+40.64867, -75.28422
40°38'55" N, 75°17'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 NB over SR 2007
Structure number: 000000000041299
Old structure number: 480033000612790 (from 1992 edition)
Location: OVER HOPE ROAD
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 240.2 ft. [73.2 m]
Total length: 241.2 ft. [73.5 m]
Roadway width between curbs: 49.9 ft. [15.2 m]
Deck width edge-to-edge: 52.8 ft. [16.1 m]
Vertical clearance below bridge: 33.5 ft. [10.2 m]
Skew angle: 20°
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 22,654 [as of 2014]
Truck traffic: 16% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 49.9 tons [45.4 metric tons]
Sufficiency rating: 98.9
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 98.9 Good Good Very Good Good - 22654
October 2013 98.9 Good Good Very Good Good - 22654
October 2011 99.1 Good Very Good Very Good Good - 18753
October 2009 99.1 Good Very Good Very Good Good - 18652
October 2007 99.0 Good Very Good Very Good Good - 20384
October 2005 98.5 Good Very Good Excellent Very Good - 15719
November 2003 98.6 Good Very Good Excellent Very Good - 14820
November 2001 95.1 Good Excellent Excellent Excellent - 10000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,200 1,200 0 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 12,826 0 12,826 0 0
Substructure
Reinforced Concrete Abutment linear ft. 174 174 0 0 0
Joints
Strip Seal Joint linear ft. 106 106 0 0 0
Bearings
Elastomeric Bearing each 10 5 5 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 484 484 0 0 0
BridgeReports.com | SR 33 NB over SR 2020, Northampton County, Pennsylvania
Share:

SR 33 NB over SR 2020

Map

Coordinates:
+40.65792, -75.29346
40°39'29" N, 75°17'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 NB over SR 2020
Structure number: 000000000041301
Old structure number: 480033001400000 (from 1992 edition)
Location: OVER WM. PENN HWY.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 106.0 ft. [32.3 m]
Total length: 110.9 ft. [33.8 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 43.0 ft. [13.1 m]
Vertical clearance below bridge: 17.7 ft. [5.4 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 28,053 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 49.9 tons [45.4 metric tons]
Sufficiency rating: 98.7
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 98.7 Good Very Good Very Good Good - 28053
November 2013 98.7 Good Very Good Very Good Good - 28217
November 2011 98.9 Good Very Good Very Good Good - 22660
November 2009 98.9 Good Very Good Very Good Good - 22893
November 2007 98.8 Good Very Good Very Good Good - 26104
November 2005 98.3 Good Excellent Excellent Very Good - 18113
November 2003 84.1 Good Excellent Excellent Very Good - 16707
November 2001 95.1 Good Excellent Excellent Excellent - 10000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 416 416 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,620 4,620 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 100 93 7 0 0
Joints
Strip Seal Joint linear ft. 88 88 0 0 0
Bearings
Elastomeric Bearing each 8 8 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 208 208 0 0 0
BridgeReports.com | SR 33 SB over SR 2007, Northampton County, Pennsylvania
Share:

SR 33 SB over SR 2007

Map

Coordinates:
+40.64815, -75.28415
40°38'53" N, 75°17'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB over SR 2007
Structure number: 000000000041300
Old structure number: 480033000712460 (from 1992 edition)
Location: OVER HOPE ROAD
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 240.2 ft. [73.2 m]
Total length: 241.2 ft. [73.5 m]
Roadway width between curbs: 49.9 ft. [15.2 m]
Deck width edge-to-edge: 52.8 ft. [16.1 m]
Vertical clearance below bridge: 36.7 ft. [11.2 m]
Skew angle: 20°
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Steel [3]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 23,588 [as of 2014]
Truck traffic: 15% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Good [7 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 82.8 tons [75.3 metric tons]
Inventory rating: 49.9 tons [45.4 metric tons]
Sufficiency rating: 98.9
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 98.9 Good Good Good Good - 23588
October 2013 98.9 Good Good Good Good - 23588
October 2011 99.0 Good Good Very Good Good - 21015
October 2009 99.1 Good Very Good Very Good Good - 19350
October 2007 98.9 Good Very Good Very Good Good - 22958
October 2005 98.4 Good Excellent Very Good Good - 17343
November 2003 98.5 Good Excellent Excellent Very Good - 15672
November 2001 95.1 Good Excellent Excellent Excellent - 10000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Steel Girder/Beam linear ft. 1,200 1,189 11 0 0
Steel Protective Coating sq. ft. 21,506 21,506 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 12,777 0 12,777 0 0
Substructure
Reinforced Concrete Abutment linear ft. 322 318 4 0 0
Joints
Strip Seal Joint linear ft. 106 106 0 0 0
Bearings
Elastomeric Bearing each 10 10 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 484 484 0 0 0
BridgeReports.com | SR 33 SB over SR 2020, Northampton County, Pennsylvania
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SR 33 SB over SR 2020

Map

Coordinates:
+40.67783, -75.29065
40°40'40" N, 75°17'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB over SR 2020
Structure number: 000000000041302
Old structure number: 480033001500000 (from 1992 edition)
Location: OVER WM. PENN HWY.
Purpose: Carries highway over highway
Route classification: Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span: 106.0 ft. [32.3 m]
Total length: 110.9 ft. [33.8 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 43.0 ft. [13.1 m]
Vertical clearance below bridge: 17.1 ft. [5.2 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 28,669 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Better than present minimum criteria [7]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 98.8 tons [89.8 metric tons]
Inventory rating: 49.9 tons [45.4 metric tons]
Sufficiency rating: 98.7
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 98.7 Good Good Very Good Good - 28669
November 2013 98.7 Good Good Very Good Good - 28836
November 2011 98.9 Good Very Good Very Good Good - 24208
November 2009 98.9 Good Very Good Very Good Good - 24217
November 2007 99.1 Good Very Good Very Good Good - 19678
November 2005 98.1 Good Very Good Excellent Very Good - 20562
November 2003 83.9 Good Very Good Excellent Very Good - 18198
November 2001 95.1 Good Excellent Excellent Excellent - 10000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Girder/Beam linear ft. 416 416 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,620 0 4,620 0 0
Substructure
Reinforced Concrete Abutment linear ft. 100 88 12 0 0
Joints
Strip Seal Joint linear ft. 88 88 0 0 0
Bearings
Elastomeric Bearing each 8 8 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 208 208 0 0 0
BridgeReports.com | SR 412 (LR 530) over PBNE, Northampton County, Pennsylvania
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SR 412 (LR 530) over PBNE

Map

Coordinates:
+40.61178, -75.35192
40°36'42" N, 75°21'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 412 (LR 530) over PBNE
Structure number: 000000000041251
Old structure number: 480412012017300 (from 1992 edition)
Location: 4TH STREET BRIDGE
Purpose: Carries highway and pedestrian walkway over railroad
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 47.9 ft. [14.6 m]
Total length: 48.9 ft. [14.9 m]
Roadway width between curbs: 66.9 ft. [20.4 m]
Deck width edge-to-edge: 79.1 ft. [24.1 m]
Vertical clearance below bridge: 21.7 ft. [6.6 m]
Skew angle: 47°
Owner: State Highway Agency [01]
Year built: 2001
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 23,625 [as of 2015]
Truck traffic: 8% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 99.8 tons [90.7 metric tons]
Inventory rating: 45.9 tons [41.7 metric tons]
Sufficiency rating: 89.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 89.0 Good Good Very Good Good FO 23625
October 2013 89.0 Good Good Very Good Good FO 23763
October 2011 89.8 Good Good Very Good Good FO 17537
October 2009 90.9 Good Good Very Good Good - 17212
October 2007 91.6 Good Good Very Good Good - 14916
October 2005 94.9 Good Very Good Very Good Very Good - 14278
October 2003 96.1 Good Very Good Very Good Very Good - 14026
October 2001 98.0 Good Excellent Excellent Excellent - -

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 531 531 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 4,044 0 4,044 0 0
Substructure
Reinforced Concrete Abutment linear ft. 244 233 11 0 0
Bearings
Elastomeric Bearing each 22 22 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 102 102 0 0 0
BridgeReports.com | SR 611(LR 165) over MUD RUN, Northampton County, Pennsylvania
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SR 611(LR 165) over MUD RUN

Map

Coordinates:
+40.75781, -75.18982
40°45'28" N, 75°11'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 611(LR 165) over MUD RUN
Structure number: 000000000041704
Old structure number: 480611031004770 (from 1992 edition)
Location: SANDTS EDDY
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 12.1 ft. [3.7 m]
Total length: 26.9 ft. [8.2 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 2002
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 3,830 [as of 2016]
Truck traffic: 11% of total traffic
Structural appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition: Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating: 99.8 tons [90.7 metric tons]
Sufficiency rating: 86.3

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
October 2016 86.3 Fair 5 out of 10 - 3830
November 2014 85.8 Fair 5 out of 10 - 4524
December 2012 97.2 Good 7 out of 10 - 4553
December 2010 96.8 Good 7 out of 10 - 5232
December 2008 96.9 Good 8 out of 10 - 5162
December 2006 96.9 Good 8 out of 10 - 5079
December 2004 97.3 Good 8 out of 10 - 4450
January 2003 95.4 Good 9 out of 10 - 4302
BridgeReports.com | NEWLINS MILL ROAD over BUSHKILL CREEK, Northampton County, Pennsylvania
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NEWLINS MILL ROAD over BUSHKILL CREEK

Map

Coordinates:
+40.72900, -75.24762
40°43'44" N, 75°14'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: NEWLINS MILL ROAD over BUSHKILL CREEK
Structure number: 000000000028822
Old structure number: 487205049990620 (from 1992 edition)
Location: AT SR 2019
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 73.2 ft. [22.3 m]
Total length: 75.1 ft. [22.9 m]
Roadway width between curbs: 36.1 ft. [11.0 m]
Deck width edge-to-edge: 44.9 ft. [13.7 m]
Skew angle: 10°
Owner: County Highway Agency [02]
Year built: 2004
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: M 18 / H 20 [4]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2003]
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Equal to present desirable criteria [8]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 69.9 tons [63.5 metric tons]
Inventory rating: 39.9 tons [36.3 metric tons]
Sufficiency rating: 100.0
Recommended work: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work: $157,000

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
February 2016 100.0 Good Good Very Good Good - 200
March 2014 100.0 Good Good Very Good Good - 200
March 2012 100.0 Good Good Very Good Good - 200
March 2010 97.1 Good Very Good Very Good Good - 200
March 2008 97.1 Good Very Good Very Good Very Good - 200
October 2005 16.2 Poor Poor Poor Satisfactory SD 200
October 2003 37.4 Poor Poor Poor Satisfactory SD 200
October 2001 37.4 Poor Poor Poor Satisfactory SD 200
October 1999 37.4 Poor Poor Poor Satisfactory SD 200
October 1997 37.4 Poor Poor Poor Satisfactory SD 200
September 1996 16.2 Poor Poor Poor Satisfactory SD 200
December 1995 18.7 Poor Poor Poor Satisfactory SD 200
December 1993 18.7 Poor Poor Poor Satisfactory SD 200
January 1992 18.7 Poor Poor Poor Satisfactory SD 200
January 1990 35.3 Fair Fair Fair Good FO 200
BridgeReports.com | PA 248 (LR 175) over MONOCACY CREEK, Northampton County, Pennsylvania
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PA 248 (LR 175) over MONOCACY CREEK

Map

Coordinates:
+40.72586, -75.39487
40°43'33" N, 75°23'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 248 (LR 175) over MONOCACY CREEK
Structure number: 000000000042417
Old structure number: 480248029000920 (from 1992 edition)
Location: WEST MAIN STREET
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 44.0 ft. [13.4 m]
Total length: 44.9 ft. [13.7 m]
Roadway width between curbs: 33.1 ft. [10.1 m]
Deck width edge-to-edge: 46.9 ft. [14.3 m]
Owner: State Highway Agency [01]
Year built: 2004
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 11,859 [as of 2015]
Truck traffic: 6% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 89.8 tons [81.6 metric tons]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 92.6

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2016 92.6 Good Good Very Good Good - 11859
November 2014 94.6 Good Good Very Good Good - 11859
December 2012 96.4 Good Good Very Good Good - 5468
December 2010 94.9 Good Good Very Good Good - 10637
December 2008 94.9 Good Good Very Good Very Good - 10637
November 2006 96.3 Good Good Excellent Excellent - 5784
November 2004 94.6 Good Excellent Excellent Excellent - 11814
January 2004 54.0 Poor Poor Poor Poor SD 11814
January 2003 49.2 Poor Poor Poor Poor SD 21415
January 2002 49.3 Poor Poor Poor Poor SD 21161
January 2001 49.4 Poor Poor Poor Poor SD 20951
January 2000 49.6 Poor Poor Poor Poor SD 20500
January 1999 49.9 Poor Poor Poor Poor SD 20000
January 1998 57.1 Poor Poor Poor Poor SD 5505
January 1997 41.7 Poor Poor Poor Serious SD 5376
January 1996 58.2 Poor Fair Poor Poor SD 5245
January 1995 68.7 Fair Fair Fair Fair - 5112
March 1993 73.8 Fair Fair Fair Fair - 4992
June 1991 73.9 Fair Fair Fair Fair - 4789
BridgeReports.com | SR 33 NB(LR1098) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 33 NB(LR1098) over BUSHKILL CREEK

Map

Coordinates:
+40.74903, -75.26432
40°44'56" N, 75°15'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 NB(LR1098) over BUSHKILL CREEK
Structure number: 000000000042278
Old structure number: 480033012000000 (from 1992 edition)
Location: 0.5 MI S OF PA 191 EXIT
Purpose: Carries highway over waterway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 157.2 ft. [47.9 m]
Total length: 161.1 ft. [49.1 m]
Roadway width between curbs: 42.0 ft. [12.8 m]
Deck width edge-to-edge: 45.3 ft. [13.8 m]
Owner: State Highway Agency [01]
Year built: 2004
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 26,508 [as of 2014]
Truck traffic: 11% of total traffic
Deck condition: Satisfactory [6 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Equal to present desirable criteria [8]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 58.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2014 58.0 Poor Satisfactory Satisfactory Poor SD 26508
November 2013 58.0 Poor Satisfactory Satisfactory Poor SD 26508
June 2013 41.0 Poor Satisfactory Satisfactory Serious SD 16553
June 2012 41.0 Poor Satisfactory Satisfactory Serious - 16264
June 2010 42.3 Poor Satisfactory Satisfactory Serious - 14148
July 2009 41.0 Poor Satisfactory Satisfactory Serious - 17223
June 2006 41.0 Poor Satisfactory Satisfactory Serious - 15541
June 2004 92.9 Good Excellent Excellent Excellent - 15236
January 2004 21.0 - - - - - 17374
May 2001 83.1 Good Very Good Good Good - 16950
July 1999 84.3 Good Very Good Very Good Good - 14557
July 1997 80.9 Fair Satisfactory Good Good - 13869
August 1995 81.5 Fair Satisfactory Good Good - 13214
September 1993 88.0 Good Good Good Good - 12577
December 1991 88.2 Good Good Good Good - 12158
BridgeReports.com | SR 33 SB (LR1098) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 33 SB (LR1098) over BUSHKILL CREEK

Map

Coordinates:
+40.74901, -75.26477
40°44'56" N, 75°15'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 33 SB (LR1098) over BUSHKILL CREEK
Structure number: 000000000042446
Old structure number: 480033012100000 (from 1992 edition)
Location: 0.5MI S OF PA 191 EXIT
Purpose: Carries highway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 163.1 ft. [49.7 m]
Total length: 168.0 ft. [51.2 m]
Roadway width between curbs: 42.0 ft. [12.8 m]
Deck width edge-to-edge: 45.3 ft. [13.8 m]
Owner: State Highway Agency [01]
Year built: 2004
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Design load: MS 22.5 / HS 25 [9]
Main span material: Prestressed concrete [5]
Main span design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition: Poor
Status: Open, no restriction [A]
Average daily traffic: 25,999 [as of 2014]
Truck traffic: 10% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Satisfactory [6 out of 9]
Substructure condition: Poor [4 out of 9]
Structural appraisal: Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal: Equal to present desirable criteria [8]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 58.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2014 58.0 Poor Good Satisfactory Poor SD 25999
November 2013 58.0 Poor Good Satisfactory Poor SD 25999
November 2012 61.4 Poor Good Satisfactory Poor - 16911
November 2010 62.8 Poor Very Good Satisfactory Poor - 14798
December 2008 61.9 Poor Very Good Satisfactory Poor - 16152
November 2006 62.6 Poor Excellent Satisfactory Poor - 15193
November 2004 93.0 Good Excellent Excellent Excellent - 14895
May 2003 74.4 Fair Satisfactory Good Fair - 14084
May 2001 84.8 Good Good Good Good - 13740
July 1999 84.0 Good Good Good Good - 15271
July 1997 79.4 Fair Fair Good Good - 14550
August 1995 80.1 Fair Fair Good Good - 13862
September 1993 87.7 Fair Satisfactory Good Good - 13194
December 1991 86.8 Fair Fair Good Good - 12755
BridgeReports.com | HEIDEN ROAD over TRIB. TO JACOBY CREEK, Northampton County, Pennsylvania
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HEIDEN ROAD over TRIB. TO JACOBY CREEK

Map

Coordinates:
+40.90889, -75.13194
40°54'32" N, 75°07'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: HEIDEN ROAD over TRIB. TO JACOBY CREEK
Structure number: 000000000045466
Old structure number: 487214070192210 (from 1992 edition)
Location: NE OF JOHNSONVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 32.2 ft. [9.8 m]
Total length: 32.2 ft. [9.8 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Owner: County Highway Agency [02]
Year built: 2006
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 22.5 / HS 25 [9]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2005]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating: 83.8 tons [76.2 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 99.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
February 2016 99.0 Good 7 out of 10 - 100
February 2014 99.0 Good 8 out of 10 - 100
February 2012 99.0 Good 8 out of 10 - 100
February 2010 93.9 Good N out of 10 - 250
December 2009 100.0 - N out of 10 - 100
February 2008 94.1 Good N out of 10 - 100
August 2005 34.9 - N out of 10 SD 100
August 2003 82.8 Fair N out of 10 - 100
August 2001 82.8 Fair N out of 10 - 100
August 1999 93.8 Fair N out of 10 - 100
October 1997 47.1 Fair N out of 10 FO 100
September 1996 47.1 Fair N out of 10 FO 100
October 1994 49.3 Fair N out of 10 FO 100
November 1992 42.8 Fair N out of 10 FO 100
November 1991 42.8 Fair N out of 10 FO 100
December 1989 42.8 Fair N out of 10 FO 100
BridgeReports.com | HEMLOCK DRIVE over HEMLOCK CREEK, Northampton County, Pennsylvania
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HEMLOCK DRIVE over HEMLOCK CREEK

Map

Coordinates:
+40.86000, -75.12667
40°51'36" N, 75°07'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: HEMLOCK DRIVE over HEMLOCK CREEK
Structure number: 000000000045467
Old structure number: 487214071291830 (from 1992 edition)
Location: NW OF HARTZELLS FERRY
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 28.9 ft. [8.8 m]
Total length: 28.9 ft. [8.8 m]
Roadway width between curbs: 22.0 ft. [6.7 m]
Deck width edge-to-edge: 25.6 ft. [7.8 m]
Skew angle: 38°
Owner: County Highway Agency [02]
Year built: 2006
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 150 [as of 2002]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 61.8 tons [56.2 metric tons]
Inventory rating: 47.9 tons [43.5 metric tons]
Sufficiency rating: 89.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
November 2015 89.0 Good 7 out of 10 - 150
November 2013 89.0 Good 7 out of 10 - 150
November 2011 89.0 Good 8 out of 10 - 150
December 2009 100.0 - N out of 10 - 100
February 2008 43.7 Good 8 out of 10 FO 100
August 2005 32.4 Fair N out of 10 FO 100
August 2003 32.4 Fair N out of 10 FO 100
August 2001 32.4 Fair N out of 10 FO 100
August 1999 32.4 Fair N out of 10 FO 100
October 1997 32.6 Fair N out of 10 FO 100
September 1996 32.6 Fair N out of 10 FO 100
October 1994 32.6 Fair N out of 10 FO 100
November 1992 32.6 Fair N out of 10 FO 100
November 1991 32.6 Fair N out of 10 FO 100
December 1989 32.6 Fair N out of 10 SD 100
BridgeReports.com | PA 512 over Trib. to Bushkill Creek, Northampton County, Pennsylvania
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PA 512 over Trib. to Bushkill Creek

Map

Coordinates:
+40.83467, -75.29746
40°50'05" N, 75°17'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 512 over Trib. to Bushkill Creek
Structure number: 000000000045126
Old structure number: 480512031000000 (from 1992 edition)
Location: PLAINFIELD
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 18.0 ft. [5.5 m]
Total length: 38.1 ft. [11.6 m]
Roadway width between curbs: 69.9 ft. [21.3 m]
Deck width edge-to-edge: 69.9 ft. [21.3 m]
Skew angle: 91°
Owner: State Highway Agency [01]
Year built: 2008
Historic significance: Historical significance is not determinable at this time [4]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Culvert [19]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 19,120 [as of 2016]
Truck traffic: 5% of total traffic
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 80.9 tons [73.5 metric tons]
Inventory rating: 61.8 tons [56.2 metric tons]
Sufficiency rating: 94.5
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
October 2016 94.5 Good 7 out of 10 - 19120
October 2014 94.6 Good 7 out of 10 - 18488
October 2012 94.6 Good 8 out of 10 - 18691
October 2010 94.0 Good 8 out of 10 - 21207
October 2008 94.0 Good 9 out of 10 - 20922
August 2007 39.3 Poor N out of 10 SD 21096
July 2006 39.5 Poor N out of 10 SD 20707
August 2005 39.7 Poor N out of 10 SD 20401
August 2003 39.9 Poor N out of 10 SD 20040
September 2001 40.5 Poor N out of 10 SD 19045

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Culvert
Reinforced Concrete Culvert linear ft. 164 128 36 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 86 86 0 0 0
BridgeReports.com | SADDLE CREEK DRIVE over JACOBY CREEK, Northampton County, Pennsylvania
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SADDLE CREEK DRIVE over JACOBY CREEK

Map

Coordinates:
+40.91750, -75.13806
40°55'03" N, 75°08'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SADDLE CREEK DRIVE over JACOBY CREEK
Structure number: 000000000045872
Location: NW OF MOUNT BETHEL
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 12.1 ft. [3.7 m]
Total length: 25.9 ft. [7.9 m]
Skew angle: 35°
Owner: Town or Township Highway Agency [03]
Year built: 2009
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 2
Main spans material: Concrete [1]
Main spans design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Fair
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2009]
Structural appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition: Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 79.9 tons [72.6 metric tons]
Inventory rating: 47.9 tons [43.5 metric tons]
Sufficiency rating: 97.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
April 2016 97.0 Fair 6 out of 10 - 100
April 2014 97.0 Fair 6 out of 10 - 100
April 2012 100.0 Fair 6 out of 10 - 100
BridgeReports.com | SR 1008 over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR 1008 over BUSHKILL CREEK

Map

Coordinates:
+40.77617, -75.28728
40°46'34" N, 75°17'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1008 over BUSHKILL CREEK
Structure number: 000000000045817
Location: 1.5 MI N OF CHERRY HILL
Purpose: Carries highway over waterway
Route classification: Major Collector (Rural) [07]
Length of largest span: 82.0 ft. [25.0 m]
Total length: 83.0 ft. [25.3 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 31.5 ft. [9.6 m]
Skew angle: 80°
Owner: State Highway Agency [01]
Year built: 2009
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 579 [as of 2014]
Truck traffic: 1% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Very Good [8 out of 9]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 77.9 tons [70.8 metric tons]
Inventory rating: 40.9 tons [37.2 metric tons]
Sufficiency rating: 97.8
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
December 2015 97.8 Good Very Good Very Good Very Good - 579
December 2013 97.8 Good Very Good Very Good Very Good - 579
January 2012 94.9 Good Good Very Good Very Good - 323

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 410 410 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 2,618 0 2,618 0 0
Substructure
Reinforced Concrete Abutment linear ft. 77 77 0 0 0
Bearings
Elastomeric Bearing each 10 10 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 126 126 0 0 0
BridgeReports.com | BEECH DRIVE over INDIAN CREEK, Northampton County, Pennsylvania
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BEECH DRIVE over INDIAN CREEK

Map

Coordinates:
+40.77389, -75.50500
40°46'26" N, 75°30'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: BEECH DRIVE over INDIAN CREEK
Structure number: 000000000047417
Location: NE OF HOWERSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 27.9 ft. [8.5 m]
Total length: 27.9 ft. [8.5 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 27.9 ft. [8.5 m]
Owner: County Highway Agency [02]
Year built: 2010
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 50 [as of 2010]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition: No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 93.8 tons [85.3 metric tons]
Inventory rating: 55.9 tons [50.8 metric tons]
Sufficiency rating: 100.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
August 2016 100.0 Good 8 out of 10 - 50
August 2014 100.0 Good 8 out of 10 - 50
August 2012 100.0 Good 8 out of 10 - 50
BridgeReports.com | PA 611(LR 156) over FRYS RUN, Northampton County, Pennsylvania
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PA 611(LR 156) over FRYS RUN

Map

Coordinates:
+40.61864, -75.20257
40°37'07" N, 75°12'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 611(LR 156) over FRYS RUN
Structure number: 000000000047403
Location: AT ROYAL MANOR ROAD
Purpose: Carries highway over waterway
Route classification: Principal Arterial - Other (Rural) [02]
Length of largest span: 59.1 ft. [18.0 m]
Total length: 62.0 ft. [18.9 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 35.4 ft. [10.8 m]
Skew angle: 53°
Owner: State Highway Agency [01]
Year built: 2012
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 4,636 [as of 2016]
Truck traffic: 10% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Good [7 out of 9]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 55.9 tons [50.8 metric tons]
Inventory rating: 32.9 tons [29.9 metric tons]
Sufficiency rating: 92.5
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
June 2016 92.5 Good Good Very Good Good - 4636
July 2014 92.1 Good Very Good Very Good Very Good - 9430
August 2012 94.4 Good Very Good Very Good Very Good - 4825

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 295 295 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 2,193 0 2,193 0 0
Substructure
Reinforced Concrete Abutment linear ft. 152 151 1 0 0
Bearings
Elastomeric Bearing each 10 10 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 124 124 0 0 0
BridgeReports.com | PA 946 (LR 752) over HOKENDAUQUA CR., Northampton County, Pennsylvania
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PA 946 (LR 752) over HOKENDAUQUA CR.

Map

Coordinates:
+40.77958, -75.45878
40°46'46" N, 75°27'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 946 (LR 752) over HOKENDAUQUA CR.
Structure number: 000000000047313
Location: MOUNTAIN VIEW DRIVE
Purpose: Carries highway over waterway
Route classification: Major Collector (Rural) [07]
Length of largest span: 36.1 ft. [11.0 m]
Total length: 37.1 ft. [11.3 m]
Roadway width between curbs: 28.2 ft. [8.6 m]
Deck width edge-to-edge: 31.5 ft. [9.6 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 2012
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 3,637 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Very Good [8 out of 9]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating: 84.8 tons [77.1 metric tons]
Sufficiency rating: 83.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 83.0 Good Very Good Very Good Very Good - 3637
June 2014 90.5 Good Very Good Very Good Very Good - 2670
July 2012 81.7 Good Very Good Very Good Very Good - 3626

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 142 142 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 1,166 1,166 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 79 79 0 0 0
Bearings
Elastomeric Bearing each 8 8 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 74 74 0 0 0
BridgeReports.com | SR 1033(LR48075SP) over MARTINS CREEK, Northampton County, Pennsylvania
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SR 1033(LR48075SP) over MARTINS CREEK

Map

Coordinates:
+40.87889, -75.20944
40°52'44" N, 75°12'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1033(LR48075SP) over MARTINS CREEK
Structure number: 000000000047121
Location: N.MAIN ST. @ T-762
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 42.0 ft. [12.8 m]
Total length: 44.0 ft. [13.4 m]
Roadway width between curbs: 28.5 ft. [8.7 m]
Deck width edge-to-edge: 31.8 ft. [9.7 m]
Skew angle: 52°
Owner: State Highway Agency [01]
Year built: 2012
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 933 [as of 2016]
Truck traffic: 5% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Very Good [8 out of 9]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 79.9 tons [72.6 metric tons]
Inventory rating: 49.9 tons [45.4 metric tons]
Sufficiency rating: 92.3
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
April 2016 92.3 Good Very Good Very Good Very Good - 933
May 2014 92.3 Good Very Good Excellent Very Good - 929
May 2012 92.8 Good Excellent Excellent Excellent - 925

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 210 210 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 1,334 0 1,334 0 0
Substructure
Reinforced Concrete Abutment linear ft. 108 108 0 0 0
Bearings
Elastomeric Bearing each 10 10 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 84 84 0 0 0
BridgeReports.com | SR 4020(LR48059) over TRIB.TO BERTSCH CREEK, Northampton County, Pennsylvania
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SR 4020(LR48059) over TRIB.TO BERTSCH CREEK

Map

Coordinates:
+40.75664, -75.56594
40°45'24" N, 75°33'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 4020(LR48059) over TRIB.TO BERTSCH CREEK
Structure number: 000000000047375
Location: MAPLE DRIVE
Purpose: Carries highway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 36.1 ft. [11.0 m]
Total length: 38.1 ft. [11.6 m]
Roadway width between curbs: 24.6 ft. [7.5 m]
Deck width edge-to-edge: 27.6 ft. [8.4 m]
Skew angle: 45°
Owner: State Highway Agency [01]
Year built: 2012
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 1,192 [as of 2016]
Truck traffic: 9% of total traffic
Deck condition: Good [7 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Very Good [8 out of 9]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 92.8 tons [84.4 metric tons]
Inventory rating: 61.8 tons [56.2 metric tons]
Sufficiency rating: 84.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
May 2016 84.0 Good Good Very Good Very Good - 1192
June 2014 84.0 Good Good Very Good Very Good - 1199
July 2012 84.0 Good Very Good Very Good Very Good - 1199

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 144 144 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 1,024 0 1,024 0 0
Substructure
Reinforced Concrete Abutment linear ft. 90 90 0 0 0
Bearings
Elastomeric Bearing each 8 8 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 74 74 0 0 0
BridgeReports.com | STONE POST ROAD over HATCH GRAVEL CREEK, Northampton County, Pennsylvania
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STONE POST ROAD over HATCH GRAVEL CREEK

Map

Coordinates:
+40.73556, -75.40083
40°44'08" N, 75°24'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: STONE POST ROAD over HATCH GRAVEL CREEK
Structure number: 000000000047083
Location: AT NW CORNER OF BATH
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Tolls: Yes [1]
Length of largest span: 21.0 ft. [6.4 m]
Total length: 21.0 ft. [6.4 m]
Roadway width between curbs: 22.6 ft. [6.9 m]
Deck width edge-to-edge: 25.9 ft. [7.9 m]
Skew angle: 15°
Owner: County Highway Agency [02]
Year built: 2012
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2012]
Structural appraisal: Better than present minimum criteria [7]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition: Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 88.8 tons [80.7 metric tons]
Inventory rating: 56.9 tons [51.7 metric tons]
Sufficiency rating: 99.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
April 2016 99.0 Good 7 out of 10 - 100
April 2014 99.0 Good 7 out of 10 - 100
April 2012 99.0 Good 8 out of 10 - 100
BridgeReports.com | KELLER ROAD over TRIB.TO SOBER'S RUN, Northampton County, Pennsylvania
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KELLER ROAD over TRIB.TO SOBER'S RUN

Map

Coordinates:
+40.80056, -75.31056
40°48'02" N, 75°18'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: KELLER ROAD over TRIB.TO SOBER'S RUN
Structure number: 000000000048207
Location: EAST OF BUSHKILL CENTER
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 24.0 ft. [7.3 m]
Total length: 24.0 ft. [7.3 m]
Roadway width between curbs: 20.3 ft. [6.2 m]
Deck width edge-to-edge: 24.0 ft. [7.3 m]
Owner: Town or Township Highway Agency [03]
Year built: 2013
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 200 [as of 2013]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition: No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 66.9 tons [60.8 metric tons]
Inventory rating: 56.9 tons [51.7 metric tons]
Sufficiency rating: 84.5

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
October 2015 84.5 Good 8 out of 10 - 200
October 2013 84.5 Good 9 out of 10 - 200
BridgeReports.com | SR 1017 (LR48028) over OUGHOUGHTON CREEK, Northampton County, Pennsylvania
Share:

SR 1017 (LR48028) over OUGHOUGHTON CREEK

Map

Coordinates:
+40.85600, -75.15314
40°51'22" N, 75°09'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1017 (LR48028) over OUGHOUGHTON CREEK
Structure number: 000000000048156
Location: 1 MI N. OF RICHMOND
Purpose: Carries highway over waterway
Route classification: Minor Collector (Rural) [08]
Length of largest span: 40.0 ft. [12.2 m]
Total length: 44.0 ft. [13.4 m]
Roadway width between curbs: 26.6 ft. [8.1 m]
Deck width edge-to-edge: 26.6 ft. [8.1 m]
Owner: State Highway Agency [01]
Year built: 2013
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 870 [as of 2014]
Truck traffic: 9% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Very Good [8 out of 9]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 75.9 tons [69.0 metric tons]
Inventory rating: 43.9 tons [39.9 metric tons]
Sufficiency rating: 88.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 88.5 Good Very Good Very Good Very Good - 870
September 2013 88.5 Good Excellent Excellent Excellent - 870

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 160 160 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 1,305 1,305 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 91 91 0 0 0
Bearings
Elastomeric Bearing each 8 8 0 0 0
Bridge Rail
Other Material Bridge Rail linear ft. 88 88 0 0 0
BridgeReports.com | SR 512 (LR 166) over BRUSH MEADOW CREEK, Northampton County, Pennsylvania
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SR 512 (LR 166) over BRUSH MEADOW CREEK

Map

Coordinates:
+40.86619, -75.20479
40°51'58" N, 75°12'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 512 (LR 166) over BRUSH MEADOW CREEK
Structure number: 000000000047952
Location: WASHINGTON ST.BANGOR
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 26.9 ft. [8.2 m]
Total length: 29.9 ft. [9.1 m]
Skew angle: 43°
Owner: State Highway Agency [01]
Year built: 2013
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 6,915 [as of 2015]
Truck traffic: 6% of total traffic
Structural appraisal: Superior to present desirable criteria [9]
Deck geometry appraisal: Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition: No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 83.8 tons [76.2 metric tons]
Inventory rating: 63.9 tons [58.1 metric tons]
Sufficiency rating: 79.8

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
August 2015 79.8 Good 8 out of 10 - 6915
August 2013 79.7 Good 9 out of 10 - 6955

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Culvert
Reinforced Concrete Culvert linear ft. 62 62 0 0 0
BridgeReports.com | SR1002 (LR48025) over BUSHKILL CREEK, Northampton County, Pennsylvania
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SR1002 (LR48025) over BUSHKILL CREEK

Map

Coordinates:
+40.74225, -75.25024
40°44'32" N, 75°15'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR1002 (LR48025) over BUSHKILL CREEK
Structure number: 000000000047940
Location: MAIN ST, TATAMY
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 65.9 ft. [20.1 m]
Total length: 194.9 ft. [59.4 m]
Roadway width between curbs: 32.2 ft. [9.8 m]
Deck width edge-to-edge: 42.7 ft. [13.0 m]
Owner: State Highway Agency [01]
Year built: 2013
Historic significance: Historical significance is not determinable at this time [4]
Number of main spans: 3
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 5,578 [as of 2015]
Truck traffic: 7% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Very Good [8 out of 9]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 79.9 tons [72.6 metric tons]
Inventory rating: 46.9 tons [42.6 metric tons]
Sufficiency rating: 97.2

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 97.2 Good Very Good Very Good Very Good - 5578
July 2013 97.2 Good Excellent Excellent Excellent - 5611

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder linear ft. 1,170 1,170 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 8,342 8,342 0 0 0
Substructure
Reinforced Concrete Pier Wall linear ft. 90 90 0 0 0
Reinforced Concrete Abutment linear ft. 98 98 0 0 0
Bearings
Elastomeric Bearing each 36 36 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 390 390 0 0 0
BridgeReports.com | SR4003(LR 48061) over INDIAN CREEK, Northampton County, Pennsylvania
Share:

SR4003(LR 48061) over INDIAN CREEK

Map

Coordinates:
+40.77064, -75.51207
40°46'14" N, 75°30'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR4003(LR 48061) over INDIAN CREEK
Structure number: 000000000047979
Location: 2 MI.N.OF PENNSVILLE
Purpose: Carries highway over waterway
Route classification: Local (Urban) [19]
Length of largest span: 36.1 ft. [11.0 m]
Total length: 36.1 ft. [11.0 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 29.9 ft. [9.1 m]
Skew angle:
Owner: State Highway Agency [01]
Year built: 2013
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Frame [07]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 573 [as of 2015]
Truck traffic: 9% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Excellent [9 out of 9]
Substructure condition: Excellent [9 out of 9]
Structural appraisal: Superior to present desirable criteria [9]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 92.8 tons [84.4 metric tons]
Inventory rating: 74.8 tons [68.0 metric tons]
Sufficiency rating: 88.8

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
August 2015 88.8 Good Very Good Excellent Excellent - 573
August 2013 88.7 Good Excellent Excellent Excellent - 634

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Deck
Reinforced Concrete Deck sq. ft. 985 985 0 0 0
Superstructure
Reinforced Concrete Arch linear ft. 36 36 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 60 60 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 72 72 0 0 0
BridgeReports.com | SR611 (LR48027) over TRIB. OUGHOUGHTON CK, Northampton County, Pennsylvania
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SR611 (LR48027) over TRIB. OUGHOUGHTON CK

Map

Coordinates:
+40.83269, -75.14498
40°49'58" N, 75°08'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR611 (LR48027) over TRIB. OUGHOUGHTON CK
Structure number: 000000000048307
Location: 2MI.S.OF RICHMOND
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 25.9 ft. [7.9 m]
Total length: 25.9 ft. [7.9 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 31.2 ft. [9.5 m]
Skew angle: 15°
Owner: State Highway Agency [01]
Year built: 2013
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 3,577 [as of 2015]
Truck traffic: 14% of total traffic
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Very Good [8 out of 9]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 75.9 tons [69.0 metric tons]
Inventory rating: 50.9 tons [46.3 metric tons]
Sufficiency rating: 80.7

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
October 2015 80.7 Good Very Good Very Good Very Good - 3577
November 2013 80.8 Good Excellent Excellent Excellent - 3451

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder linear ft. 132 132 0 0 0
Deck
Reinforced Concrete Deck sq. ft. 877 877 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 83 83 0 0 0
Bearings
Elastomeric Bearing each 10 10 0 0 0
Bridge Rail
Reinforced Concrete Bridge Rail linear ft. 52 52 0 0 0
BridgeReports.com | Christian Springs over Monocacy Creek, Northampton County, Pennsylvania
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Christian Springs over Monocacy Creek

Map

Coordinates:
+40.67694, -75.34944
40°40'37" N, 75°20'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Christian Springs over Monocacy Creek
Structure number: 000000000049051
Location: South of SR 22
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Tolls: Yes [1]
Length of largest span: 49.9 ft. [15.2 m]
Total length: 51.8 ft. [15.8 m]
Roadway width between curbs: 24.0 ft. [7.3 m]
Deck width edge-to-edge: 27.6 ft. [8.4 m]
Owner: County Highway Agency [02]
Year built: 2014
Historic significance: Historical significance is not determinable at this time [4]
Design load: MS 18 / HS 20 [5]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 250 [as of 2015]
Deck condition: Very Good [8 out of 9]
Superstructure condition: Very Good [8 out of 9]
Substructure condition: Very Good [8 out of 9]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Better than present minimum criteria [7]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating: 52.4 tons [47.6 metric tons]
Inventory rating: 40.6 tons [36.9 metric tons]
Sufficiency rating: 94.5

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2015 94.5 Good Very Good Very Good Very Good - 250
BridgeReports.com | PA 191 (LR 48043) over CONRAIL (ABANDONED), Northampton County, Pennsylvania
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PA 191 (LR 48043) over CONRAIL (ABANDONED)

Map

Coordinates:
+40.73403, -75.30997
40°44'03" N, 75°18'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: PA 191 (LR 48043) over CONRAIL (ABANDONED)
Structure number: 000000000048754
Location: NAZARETH BORO S.BROAD ST
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 20.0 ft. [6.1 m]
Total length: 24.0 ft. [7.3 m]
Vertical clearance below bridge: 15.1 ft. [4.6 m]
Skew angle: 22°
Owner: State Highway Agency [01]
Year built: 2014
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 17,414 [as of 2016]
Truck traffic: 3% of total traffic
Structural appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Culvert condition: No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 83.8 tons [76.2 metric tons]
Inventory rating: 71.8 tons [65.3 metric tons]
Sufficiency rating: 93.5
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
September 2016 93.5 Good 8 out of 10 - 17414
September 2014 93.4 Good 8 out of 10 - 17514

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element Units Quantity 1. Good 2. Fair 3. Poor 4. Serious
Superstructure
Reinforced Concrete Arch linear ft. 94 94 0 0 0
Substructure
Reinforced Concrete Abutment linear ft. 192 192 0 0 0
BridgeReports.com | SR 1002 (LR 48025) over PA 33 (LR 1098), Northampton County, Pennsylvania
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SR 1002 (LR 48025) over PA 33 (LR 1098)

Map

Coordinates:
+40.73897, -75.26844
40°44'20" N, 75°16'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 1002 (LR 48025) over PA 33 (LR 1098)
Structure number: 000000000052456
Location: SR 1002 OVER PA 33
Purpose: Carries highway and pedestrian walkway over highway
Route classification: Minor Arterial (Rural) [06]
Length of largest span: 123.0 ft. [37.5 m]
Total length: 248.0 ft. [75.6 m]
Roadway width between curbs: 86.0 ft. [26.2 m]
Deck width edge-to-edge: 95.1 ft. [29.0 m]
Vertical clearance below bridge: 16.7 ft. [5.1 m]
Skew angle: 36°
Owner: State Highway Agency [01]
Year built: 2015
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 2
Main spans material: Prestressed concrete [5]
Main spans design: Stringer/Multi-beam or girder [02]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 7,179 [as of 2015]
Truck traffic: 6% of total traffic
Deck condition: Excellent [9 out of 9]
Superstructure condition: Excellent [9 out of 9]
Substructure condition: Excellent [9 out of 9]
Structural appraisal: Superior to present desirable criteria [9]
Deck geometry appraisal: Superior to present desirable criteria [9]
Underclearances appraisal: Superior to present desirable criteria [9]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Scour condition: Bridge not over waterway. [N]
Operating rating: 73.0 tons [66.4 metric tons]
Inventory rating: 43.5 tons [39.5 metric tons]
Sufficiency rating: 96.6

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 96.6 Good Excellent Excellent Excellent - 7179
BridgeReports.com | SR 191 (LR 48035) over WALTZ CREEK, Northampton County, Pennsylvania
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SR 191 (LR 48035) over WALTZ CREEK

Map

Coordinates:
+40.83967, -75.22000
40°50'23" N, 75°13'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 191 (LR 48035) over WALTZ CREEK
Structure number: 000000000049103
Location: WASHINGTON BLVD. ACKERMAN
Purpose: Carries highway over waterway
Route classification: Minor Arterial (Urban) [16]
Length of largest span: 40.0 ft. [12.2 m]
Total length: 42.0 ft. [12.8 m]
Roadway width between curbs: 40.0 ft. [12.2 m]
Deck width edge-to-edge: 40.4 ft. [12.3 m]
Owner: State Highway Agency [01]
Year built: 2015
Historic significance: Historical significance is not determinable at this time [4]
Main span material: Prestressed concrete [5]
Main span design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition: Good
Status: Posted for other load-capacity restriction [R]
Average daily traffic: 250 [as of 2015]
Deck condition: Excellent [9 out of 9]
Superstructure condition: Excellent [9 out of 9]
Substructure condition: Excellent [9 out of 9]
Structural appraisal: Superior to present desirable criteria [9]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 80.2 tons [72.9 metric tons]
Inventory rating: 44.6 tons [40.5 metric tons]
Sufficiency rating: 99.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
January 2015 99.0 Good Excellent Excellent Excellent - 250
BridgeReports.com | SR 412 (LR530) over SAUCON CREEK, Northampton County, Pennsylvania
Share:

SR 412 (LR530) over SAUCON CREEK

Map

Coordinates:
+40.60769, -75.33957
40°36'28" N, 75°20'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: SR 412 (LR530) over SAUCON CREEK
Structure number: 000000000052466
Location: HELLERTOWN
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Other Principal Arterial (Urban) [14]
Length of largest span: 45.9 ft. [14.0 m]
Total length: 184.1 ft. [56.1 m]
Roadway width between curbs: 37.1 ft. [11.3 m]
Deck width edge-to-edge: 97.1 ft. [29.6 m]
Skew angle: 50°
Owner: State Highway Agency [01]
Year built: 2015
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans: 4
Main spans material: Prestressed concrete [5]
Main spans design: Box Beam or girders - Single or Spread [06]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition: Good
Status: Posted for other load-capacity restriction [R]
Average daily traffic: 22,655 [as of 2015]
Truck traffic: 4% of total traffic
Deck condition: Excellent [9 out of 9]
Superstructure condition: Excellent [9 out of 9]
Substructure condition: Excellent [9 out of 9]
Structural appraisal: Superior to present desirable criteria [9]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present minimum criteria [6]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 63.0 tons [57.3 metric tons]
Inventory rating: 39.6 tons [36.0 metric tons]
Sufficiency rating: 85.0

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
July 2015 85.0 Good Excellent Excellent Excellent - 22655
BridgeReports.com | Sycamore Drive over Indian Creek, Northampton County, Pennsylvania
Share:

Sycamore Drive over Indian Creek

Map

Coordinates:
+40.75344, -75.51031
40°45'12" N, 75°30'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Sycamore Drive over Indian Creek
Structure number: 000000000052722
Location: 0.5 mi north of SR 248
Purpose: Carries highway and pedestrian walkway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 27.9 ft. [8.5 m]
Total length: 29.9 ft. [9.1 m]
Roadway width between curbs: 24.9 ft. [7.6 m]
Deck width edge-to-edge: 28.5 ft. [8.7 m]
Skew angle: 10°
Owner: County Highway Agency [02]
Year built: 2015
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Prestressed concrete [5]
Main span design: Box beam or girders - Multiple [05]
Deck type: Concrete Cast-in-Place [1]
Wearing surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 100 [as of 2015]
Deck condition: Excellent [9 out of 9]
Superstructure condition: Excellent [9 out of 9]
Substructure condition: Very Good [8 out of 9]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Equal to present minimum criteria [6]
Water adequacy appraisal: Better than present minimum criteria [7]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition: Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating: 88.8 tons [80.7 metric tons]
Inventory rating: 52.0 tons [47.3 metric tons]
Sufficiency rating: 100.0
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Deck Superstructure Substructure SD/FO ADT
November 2015 100.0 Good Excellent Excellent Very Good - 100
BridgeReports.com | Steuben Road over Monocacy Creek, Northampton County, Pennsylvania
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Steuben Road over Monocacy Creek

Map

Coordinates:
+40.69400, -75.36346
40°41'38" N, 75°21'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Steuben Road over Monocacy Creek
Structure number: 000000000053681
Location: Between PA 512 & 191
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 27.9 ft. [8.5 m]
Total length: 29.9 ft. [9.1 m]
Roadway width between curbs: 26.9 ft. [8.2 m]
Deck width edge-to-edge: 31.5 ft. [9.6 m]
Owner: County Highway Agency [02]
Year built: 2016
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]
Wearing surface: Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 500 [as of 2016]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal: Equal to present desirable criteria [8]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition: No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 59.5 tons [54.1 metric tons]
Inventory rating: 37.4 tons [34.0 metric tons]
Sufficiency rating: 95.9
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
November 2016 95.9 Good 8 out of 10 - 500
BridgeReports.com | Steuben Road over Monocacy Creek, Northampton County, Pennsylvania
Share:

Steuben Road over Monocacy Creek

Map

Coordinates:
+40.69347, -75.36772
40°41'36" N, 75°22'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: Steuben Road over Monocacy Creek
Structure number: 000000000053682
Location: Between PA 512 & 191
Purpose: Carries highway over waterway
Route classification: Local (Rural) [09]
Length of largest span: 27.9 ft. [8.5 m]
Total length: 27.9 ft. [8.5 m]
Roadway width between curbs: 27.9 ft. [8.5 m]
Deck width edge-to-edge: 31.5 ft. [9.6 m]
Skew angle: 20°
Owner: County Highway Agency [02]
Year built: 2016
Historic significance: Bridge is not eligible for the National Register of Historic Places [5]
Main span material: Concrete [1]
Main span design: Culvert [19]
Deck type: Not applicable [N]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition: Good
Status: Open, no restriction [A]
Average daily traffic: 500 [as of 2016]
Structural appraisal: Equal to present desirable criteria [8]
Deck geometry appraisal: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal: Equal to present desirable criteria [8]
Channel protection: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition: No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition: Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating: 63.8 tons [58.0 metric tons]
Inventory rating: 40.3 tons [36.6 metric tons]
Sufficiency rating: 98.9
Recommended work: Other structural work, including hydraulic replacements. [38]

Previous Inspections

Date Suff. Rating Condition Culvert Condition SD/FO ADT
November 2016 98.9 Good 8 out of 10 - 500