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STADIUM DR W over IS 435

Map 

Coordinates:
+39.05584, -94.49389
39°03'21" N, 94°29'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STADIUM DR W over IS 435
Structure number:2457
Old structure number:A2851 3 (from 1992 edition)
Location:S 19 T 49 N R 32 W
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:90.2 ft. [27.5 m]
Total length:297.9 ft. [90.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:12°
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:4
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 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,096 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Operating rating:51.5 tons [46.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,539,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201576.9FairExcellentSatisfactorySatisfactoryFO2096
September 201458.8PoorSeriousFairFairSD2000
September 201358.8PoorSeriousFairFairSD2116
September 201268.9PoorSeriousSatisfactorySatisfactorySD2116
September 201168.9PoorSeriousSatisfactorySatisfactorySD2137
December 200961.7FairFairFairFairFO3253
January 200861.8FairFairVery GoodFairFO1924
November 200561.2FairFairVery GoodFairFO8656
March 200461.2FairFairVery GoodFairFO8945
October 200161.2FairFairVery GoodFairFO8778
September 199993.2FairGoodSatisfactorySatisfactory-4382
March 199970.4GoodGoodGoodVery GoodFO2200
September 199872.9FairFairVery GoodSatisfactoryFO8778
September 199772.9FairFairVery GoodSatisfactoryFO8778
October 199673.2FairFairVery GoodSatisfactoryFO6270
October 199573.3FairFairVery GoodSatisfactoryFO6270
October 199473.4FairFairVery GoodSatisfactoryFO6090
November 199373.4FairFairVery GoodSatisfactoryFO6090
November 199273.4FairFairVery GoodSatisfactoryFO6090
December 199173.4FairFairVery GoodSatisfactoryFO6090
January 199168.5GoodGoodVery GoodGoodFO2200