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LRD WISCONSIN AVEN over USH STH 175-STADIUM FREE

Map 

Coordinates:
+43.03869, -87.97127
43°02'19" N, 87°58'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD WISCONSIN AVEN over USH STH 175-STADIUM FREE
Structure number:B40005500000000
Location:0.1M W JCT USH 18
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:72.2 ft. [22.0 m]
Total length:197.5 ft. [60.2 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,700 [as of 2015]
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:Superior to present desirable criteria [9]
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:97.0 tons [88.2 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:95.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,548,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201695.2FairGoodSatisfactorySatisfactory-15700
October 201472.5FairVery GoodSatisfactorySatisfactory-15800
October 201263.8FairFairFairFairFO15800
October 201063.8FairFairFairFairFO15800
November 200863.8FairFairFairFairFO15800
July 200664.0FairFairFairFairFO12500
July 200464.0FairFairFairSatisfactoryFO12500
July 200265.1FairSatisfactoryFairSatisfactoryFO12500
June 200065.2FairSatisfactoryFairSatisfactory-12500
September 199977.5FairSatisfactorySatisfactorySatisfactory-4320
June 199877.5FairSatisfactorySatisfactorySatisfactory-4320
August 199677.5FairSatisfactorySatisfactorySatisfactory-4320
January 199678.6FairSatisfactorySatisfactorySatisfactory-4320
December 199478.6FairSatisfactorySatisfactorySatisfactory-4320
January 199478.6FairSatisfactoryGoodSatisfactory-4320
January 199348.2PoorPoorFairPoorSD4320
February 199148.2PoorPoorFairPoorSD4320