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

Map 

Coordinates:
+39.09805, -94.59945
39°05'53" N, 94°35'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:16.1 ft. [4.9 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 2014 

Status:Open, no restriction [A]
Average daily traffic:3,807 [as of 2014]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201495.3Not deficientGoodGoodSatisfactory3807
July 201295.3Not deficientGoodGoodSatisfactory3689
July 201094.5Not deficientGoodGoodSatisfactory3726
February 201093.8Not deficientGoodGoodVery Good5500
January 200893.8Not deficientGoodGoodVery Good5500
December 200577.0Functionally obsoleteGoodGoodVery Good32663
September 200377.0Functionally obsoleteGoodGoodVery Good32372
October 200178.1Functionally obsoleteGoodGoodVery Good31770