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STADIUM DR over BIG BLUE RVR

Map 

Coordinates:
+39.05841, -94.51194
39°03'30" N, 94°30'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STADIUM DR over BIG BLUE RVR
Structure number:25431
Old structure number:S072B21 048 (from 1992 edition)
Location:S 24 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:94.2 ft. [28.7 m]
Total length:242.1 ft. [73.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:8,546 [as of 2014]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,688,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201476.4Functionally obsoleteGoodGoodVery Good8546
April 201277.4Functionally obsoleteGoodGoodVery Good8546
April 201076.6Functionally obsoleteGoodGoodVery Good11200
April 200876.6Functionally obsoleteGoodGoodVery Good11200
March 200676.6Functionally obsoleteGoodVery GoodVery Good11200
March 200476.6Functionally obsoleteGoodVery GoodVery Good11200
June 200276.6Functionally obsoleteGoodVery GoodVery Good11200
July 200078.8Functionally obsoleteGoodVery GoodGood7143
June 199878.7Functionally obsoleteGoodVery GoodVery Good7500
July 199678.7Functionally obsoleteGoodVery GoodVery Good7500
October 199478.8Not deficientGoodVery GoodVery Good7500
November 199278.8Not deficientGoodVery GoodVery Good7500