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USH 41 SB-STADIUM over IH 94-STADIUM INTRCHNG

Map 

Coordinates:
+43.03305, -87.96988
43°01'59" N, 87°58'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:USH 41 SB-STADIUM over IH 94-STADIUM INTRCHNG
Structure number:B40004000030000
Location:0.1M S JCT IH 94 TO W
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:89.9 ft. [27.4 m]
Total length:368.1 ft. [112.2 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1998
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: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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:15,200 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
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:55.7 tons [50.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,171,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201477.1Functionally obsoleteGoodSatisfactorySatisfactory15200
August 201275.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13000
August 201075.4Functionally obsoleteSatisfactorySatisfactorySatisfactory9703
August 200875.4Functionally obsoleteSatisfactorySatisfactorySatisfactory9703
August 200675.4Not deficientSatisfactorySatisfactorySatisfactory9703
August 200475.4Not deficientSatisfactorySatisfactorySatisfactory9703
August 200275.4Not deficientSatisfactorySatisfactorySatisfactory9703
July 200075.0Not deficientGoodSatisfactoryGood8000
October 199972.8Not deficientGoodSatisfactoryGood9900
August 199872.0Not deficientExcellentSatisfactoryGood16390
August 199646.5Structurally deficientSatisfactoryPoorGood16390
February 199648.5Structurally deficientSatisfactoryPoorGood16390
December 199448.5Structurally deficientSatisfactoryPoorGood16390
March 199450.0Structurally deficientSatisfactoryPoorSatisfactory6300
July 199277.4Not deficientSatisfactorySatisfactorySatisfactory6300
December 199177.4Not deficientSatisfactorySatisfactorySatisfactory6300