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SECOND ST (US 31) over OHIO RIVER

Map

Coordinates:
+38.26361, -85.75167
38°15'49" N, 85°45'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SECOND ST (US 31) over OHIO RIVER
Structure number:056B00136N
Old structure number:056*0031*B0136 (from 1992 edition)
Location:CLARK MEM BR OVER OHIO RV
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:819.9 ft. [249.9 m]
Total length:4926.1 ft. [1501.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:68.9 ft. [21.0 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1958
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
Main spans material:Steel continuous [4]
Main spans 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 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:14,800 [as of 2009]
Truck traffic:11% 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 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:49.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$34,488,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryFairFair1480049.4
June 2016FairSatisfactoryFairFair1480051.3
June 2014FairGoodFairFair1858650.6
August 2013FairGoodFairFair1654751.0
June 2012FairGoodFairFair1640055.4
June 2010FairGoodFairFair1480055.7
September 2009FairSatisfactoryFairFair1660053.3
July 2008FairGoodFairFair1930052.9
October 2006FairFairFairFair1930053.9
August 2005FairFairFairFair1990851.7
August 2003PoorPoorFairFair1931353.9
July 2001PoorPoorFairFair1931351.9
June 2000PoorPoorFairFair1931351.9
June 1999PoorPoorFairSatisfactory1931351.9
September 1998PoorPoorFairSatisfactory1931351.9
June 1996PoorPoorFairSatisfactory2101351.7
June 1995PoorPoorFairSatisfactory1580053.0
June 1994PoorPoorFairSatisfactory1580053.0
June 1993PoorPoorFairSatisfactory1580053.0
June 1992PoorPoorFairSatisfactory1580053.0
June 1991PoorPoorFairSatisfactory1580053.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,0526152,2361,1992
Steel Protective Coatingsq. ft.11000
Steel Stringerlinear ft.68,23239,26613,81714,0271,122
Steel Protective Coatingsq. ft.11000
Deck
Reinforced Concrete Decksq. ft.191,539114,92374,7001,9160
Superstructure
Steel Trusslinear ft.7,4571,7252,5172,982233
Steel Protective Coatingsq. ft.10010
Steel Floor Beamlinear ft.7,2462,5373,4781,086145
Steel Protective Coatingsq. ft.10010
Steel Gusset Plateeach348129719544
Steel Protective Coatingsq. ft.10010
Substructure
Steel Columneach44208151
Steel Protective Coatingsq. ft.11000
Reinforced Concrete Pier Walllinear ft.682335100
Masonry Pier Walllinear ft.400245120350
Reinforced Concrete Abutmentlinear ft.9709241
Masonry Abutmentlinear ft.1117130100
Steel Pier Caplinear ft.1,0643552724370
Steel Protective Coatingsq. ft.11000
Joints
Strip Seal Jointlinear ft.4804206
Pourable Jointlinear ft.964824240
Compression Jointlinear ft.912622267203
Assembly without Seal Jointlinear ft.1621460160
Bearings
Elastomeric Bearingeach84400
Movable Bearingeach2001460
Steel Protective Coatingsq. ft.11000
Enclosed/Concealed Bearingeach44000
Steel Protective Coatingsq. ft.11000
Fixed Bearingeach101720
Steel Protective Coatingsq. ft.11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9,8557,1052,300300150
Steel Protective Coatingsq. ft.10001