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RP WYOMING ST TO I over CST LIBERTY ST, CST HICK

Map

Coordinates:
+39.09792, -94.60088
39°05'53" N, 94°36'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP WYOMING ST TO I over CST LIBERTY ST, CST HICK
Structure number:2691
Location:S 6 T 49 N R 33 W
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:139.1 ft. [42.4 m]
Total length:1089.3 ft. [332.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
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+Mod / HS 20+Mod [6]
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,581 [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: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: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]
Sufficiency rating:86.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactorySatisfactoryFair258186.1
July 2014FairGoodGoodSatisfactory380795.3
July 2012FairGoodGoodSatisfactory368995.3
July 2010FairGoodGoodSatisfactory372694.5
February 2010GoodGoodGoodVery Good550093.8
January 2008GoodGoodGoodVery Good550093.8
December 2005GoodGoodGoodVery Good3266377.0
September 2003GoodGoodGoodVery Good3237277.0
October 2001GoodGoodGoodVery Good3177078.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,1793,179000
Steel Protective Coatingsq. ft.44,77844,15961900
Deck
Reinforced Concrete Decksq. ft.23,28023,15412600
Substructure
Reinforced Concrete Columneach2018200
Reinforced Concrete Pier Walllinear ft.8685100
Reinforced Concrete Abutmentlinear ft.4040000
Reinforced Concrete Pier Caplinear ft.197193400
Deck
Corrugated or Orthotropic Decksq. ft.1,3331,3201300
Joints
Strip Seal Jointlinear ft.2600260
Assembly with Sealeach2600260
Open Jointlinear ft.2600260
Bearings
Elastomeric Bearingeach44000
Movable Bearingeach1616000
Steel Protective Coatingsq. ft.168800
Fixed Bearingeach2020000
Steel Protective Coatingsq. ft.2012800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,1982,196002
Reinforced Concrete Bridge Raillinear ft.2,2692,269000
Deck
Reinforced Concrete Slabsq. ft.7,5047,4851900