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RP STADIUM DR TO I over CST RAYTOWN RD

Map

Coordinates:
+39.05171, -94.49888
39°03'06" N, 94°29'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP STADIUM DR TO I over CST RAYTOWN RD
Structure number:2459
Old structure number:A2853 2 (from 1992 edition)
Location:S 24 T 49 N R 33 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:77.1 ft. [23.5 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:22°
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: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: September 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,609 [as of 2016]
Truck traffic:18% 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: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:84.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactoryFair160984.7
September 2015FairSatisfactorySatisfactorySatisfactory152195.8
September 2013FairSatisfactorySatisfactorySatisfactory152195.8
September 2011FairSatisfactorySatisfactorySatisfactory126895.8
December 2009FairSatisfactorySatisfactorySatisfactory470195.2
January 2008FairGoodGoodSatisfactory476895.2
November 2005FairGoodGoodSatisfactory500095.2
March 2004FairGoodGoodSatisfactory500093.2
October 2001FairGoodGoodSatisfactory483097.2
September 1999FairGoodGoodSatisfactory438294.4
September 1998FairGoodGoodSatisfactory438294.4
September 1997FairGoodGoodSatisfactory438294.4
October 1996FairGoodGoodSatisfactory313094.5
October 1995FairGoodGoodSatisfactory313095.5
October 1994FairGoodGoodSatisfactory304095.5
November 1993FairGoodGoodSatisfactory304095.5
November 1992FairGoodGoodSatisfactory304095.5
December 1991FairGoodGoodSatisfactory304095.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.893223650200
Steel Protective Coatingsq. ft.9,27504,6984,5770
Deck
Reinforced Concrete Decksq. ft.7,3573,6813,2574190
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.1362690200
Reinforced Concrete Pier Caplinear ft.8080000
Bearings
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.1001000
Enclosed/Concealed Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.38829277190