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IS 64 E over CST VANDEVENTER AVE, CST

Map

Coordinates:
+38.63189, -90.24463
38°37'55" N, 90°14'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 64 E over CST VANDEVENTER AVE, CST
Structure number:6418
Old structure number:L 671 1 (from 1992 edition)
Location:S 16 T 45 N R 7 E
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:128.0 ft. [39.0 m]
Total length:1391.1 ft. [424.0 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1956
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:14
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:56,395 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Poor [4 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: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]
Sufficiency rating:75.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,724,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorPoorSatisfactorySatisfactory5639575.9
September 2015PoorPoorSatisfactorySatisfactory5491275.9
September 2013PoorPoorFairSatisfactory5214864.9
September 2012PoorPoorFairSatisfactory4347464.9
September 2011PoorPoorFairSatisfactory4347458.9
October 2010PoorPoorFairSatisfactory4391359.6
January 2010FairFairFairSatisfactory4435761.6
August 2007FairFairFairSatisfactory4883961.6
August 2005FairFairFairSatisfactory5191362.6
August 2003FairFairFairSatisfactory4679359.6
July 2001FairSatisfactoryFairGood4578862.6
July 1999FairGoodFairGood4804261.9
November 1991FairVery GoodSatisfactoryVery Good4519271.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.11,06011,060000
Steel Protective Coatingsq. ft.110,817108,4811,1531,1830
Steel Pin or Pin & Hangar Assemblyeach2461800
Steel Protective Coatingsq. ft.2442000
Substructure
Reinforced Concrete Columneach3634200
Reinforced Concrete Abutmentlinear ft.1657716720
Concrete Protective Coatingsq. ft.2532430100
Reinforced Concrete Pier Caplinear ft.1,1801,06511500
Concrete Protective Coatingsq. ft.3,8343,0991915440
Deck
Concrete Filled Grid Decksq. ft.82,52827478,8521,7901,612
Wearing Surfacessq. ft.73,17173,171000
Joints
Strip Seal Jointlinear ft.112106600
Open Jointlinear ft.168168000
Bearings
Movable Bearingeach104104000
Steel Protective Coatingsq. ft.104723200
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,8042,7505400
Reinforced Concrete Bridge Raillinear ft.2,8222,000800220