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RP IS64W TO CLARK over CST SPRUCE ST, METROLINK

Map

Coordinates:
+38.62290, -90.19657
38°37'22" N, 90°11'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP IS64W TO CLARK over CST SPRUCE ST, METROLINK
Structure number:1256
Old structure number:A15162 3 (from 1992 edition)
Location:S 23 T 45 N R 7 E
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:89.6 ft. [27.3 m]
Total length:1091.9 ft. [332.8 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2009
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:11
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,628 [as of 2015]
Truck traffic:18% 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]
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]
Sufficiency rating:79.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactoryGood262879.2
June 2014FairGoodSatisfactoryGood198779.6
July 2012FairGoodSatisfactoryGood192579.6
August 2010FairGoodSatisfactoryGood226580.4
September 2009PoorPoorSeriousFair301730.8
July 2008PoorPoorPoorFair298649.9
July 2007PoorPoorPoorFair306049.9
September 2006PoorPoorFairFair302165.7
July 2005PoorPoorFairFair308765.6
August 2003FairFairSatisfactoryGood315978.9
September 2001FairSatisfactorySatisfactoryGood624483.7
July 2000FairSatisfactorySatisfactoryGood624479.9
July 1999FairGoodSatisfactoryGood624477.8
July 1998FairGoodSatisfactoryGood624477.8
November 1991FairFairFairVery Good355069.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5891,585400
Steel Protective Coatingsq. ft.19,67619,676000
Deck
Reinforced Concrete Decksq. ft.17,97216,8917073740
Wearing Surfacessq. ft.21,46521,465000
Superstructure
Steel Floor Beamlinear ft.944944000
Steel Protective Coatingsq. ft.5,4295,429000
Substructure
Reinforced Concrete Columneach1811520
Reinforced Concrete Abutmentlinear ft.4238400
Reinforced Concrete Pier Caplinear ft.180175500
Joints
Open Jointlinear ft.4000400
Bearings
Movable Bearingeach1414000
Steel Protective Coatingsq. ft.1414000
Fixed Bearingeach1414000
Steel Protective Coatingsq. ft.1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,1742,174000
Deck
Reinforced Concrete Slabsq. ft.8,3966,7161,67550