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IH 94 WB-STADIUM I over USH 41 NB-STADIUM INTCHG

Map 

Coordinates:
+43.03360, -87.96991
43°02'01" N, 87°58'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 94 WB-STADIUM I over USH 41 NB-STADIUM INTCHG
Structure number:B40004200000000
Location:2.5M W JCT IH 43 TO N
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:78.7 ft. [24.0 m]
Total length:247.7 ft. [75.5 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1997
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:76,500 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:105.9 tons [96.3 metric tons]
Inventory rating:62.4 tons [56.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,490,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201572.2Functionally obsoleteSatisfactoryGoodFair76500
June 201376.5Functionally obsoleteSatisfactoryGoodFair76500
July 201185.1Functionally obsoleteGoodGoodSatisfactory76720
July 201073.5Functionally obsoleteSatisfactorySatisfactoryFair76720
July 200873.5Functionally obsoleteSatisfactorySatisfactoryFair76720
July 200673.5Functionally obsoleteSatisfactorySatisfactoryFair76720
July 200485.1Not deficientSatisfactorySatisfactorySatisfactory76720
July 200285.1Not deficientSatisfactorySatisfactorySatisfactory76720
July 200081.9Not deficientSatisfactoryGoodSatisfactory70870
October 199981.9Not deficientSatisfactoryGoodSatisfactory70550
August 199876.0Not deficientVery GoodGoodSatisfactory136210
August 199648.3Functionally obsoleteFairFairSatisfactory136210
February 199661.2Structurally deficientPoorSatisfactorySatisfactory136210
May 199450.2Structurally deficientPoorFairSatisfactory136210
April 199369.7Structurally deficientPoorSatisfactorySatisfactory45420
July 199267.6Structurally deficientSeriousSatisfactorySatisfactory45420
December 199167.6Structurally deficientSeriousSatisfactorySatisfactory45420