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USH STH 175 SB 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 STH 175 SB 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:365.2 ft. [111.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.5 ft. [10.5 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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,200 [as of 2014]
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]
Sufficiency rating:93.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,154,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201693.2FairGoodSatisfactorySatisfactoryFO15200
August 201477.1FairGoodSatisfactorySatisfactoryFO15200
August 201275.2FairSatisfactorySatisfactorySatisfactoryFO13000
August 201075.4FairSatisfactorySatisfactorySatisfactoryFO9703
August 200875.4FairSatisfactorySatisfactorySatisfactoryFO9703
August 200675.4FairSatisfactorySatisfactorySatisfactory-9703
August 200475.4FairSatisfactorySatisfactorySatisfactory-9703
August 200275.4FairSatisfactorySatisfactorySatisfactory-9703
July 200075.0FairGoodSatisfactoryGood-8000
October 199972.8FairGoodSatisfactoryGood-9900
August 199872.0FairExcellentSatisfactoryGood-16390
August 199646.5PoorSatisfactoryPoorGoodSD16390
February 199648.5PoorSatisfactoryPoorGoodSD16390
December 199448.5PoorSatisfactoryPoorGoodSD16390
March 199450.0PoorSatisfactoryPoorSatisfactorySD6300
July 199277.4FairSatisfactorySatisfactorySatisfactory-6300
December 199177.4FairSatisfactorySatisfactorySatisfactory-6300