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RP IS670W TO WYOMI over CST LIBERTY ST, CST HICK

Map

Coordinates:
+39.09843, -94.60081
39°05'54" N, 94°36'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP IS670W TO WYOMI over CST LIBERTY ST, CST HICK
Structure number:2692
Old structure number:A3140 3 (from 1992 edition)
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:153.2 ft. [46.7 m]
Total length:791.4 ft. [241.2 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:16.4 ft. [5.0 m]
Skew angle:13°
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:5
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:Good
Status:Open, no restriction [A]
Average daily traffic:3,106 [as of 2015]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:96.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodGoodVery Good310696.8
July 2014GoodGoodGoodVery Good409596.5
July 2012GoodGoodGoodVery Good396796.5
September 2011GoodGoodGoodVery Good396796.5
February 2010GoodGoodGoodVery Good550093.9
January 2008GoodGoodGoodVery Good550093.9
December 2005GoodGoodGoodVery Good3266377.0
March 2004GoodGoodGoodVery Good3237277.0
October 2001GoodGoodGoodVery Good3177079.5
September 1999GoodGoodGoodVery Good521193.0
September 1998GoodGoodGoodVery Good521193.0
September 1997GoodGoodGoodVery Good521193.0
September 1996GoodGoodGoodVery Good386093.5
September 1995GoodGoodGoodVery Good386093.5
October 1994GoodGoodGoodExcellent375093.6
November 1993GoodGoodGoodExcellent375093.6
October 1992GoodGoodGoodExcellent375093.6
November 1991GoodGoodGoodExcellent375093.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3192,3011800
Steel Protective Coatingsq. ft.36,37136,07502960
Deck
Reinforced Concrete Decksq. ft.18,40918,288106150
Substructure
Reinforced Concrete Columneach1513200
Reinforced Concrete Pier Walllinear ft.3838000
Reinforced Concrete Abutmentlinear ft.4040000
Reinforced Concrete Pier Caplinear ft.135132300
Joints
Strip Seal Jointlinear ft.80260540
Bearings
Elastomeric Bearingeach44000
Movable Bearingeach128400
Steel Protective Coatingsq. ft.128040
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,59279600796
Reinforced Concrete Bridge Raillinear ft.1,5681,41115700
Deck
Reinforced Concrete Slabsq. ft.4,8454,8093600