IH 794 EB-E-W FREE over LAND


+43.03500, -87.90500
43°02'06" N, 87°54'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:IH 794 EB-E-W FREE over LAND
Structure number:B400400003B0000
Location:1.0 MI E JCT IH 43
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.0 ft. [32.6 m]
Total length:282.2 ft. [86.0 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance above deck:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,350 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 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]
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:32.1 tons [29.2 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:$1,685,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201693.2FairVery GoodSatisfactoryVery Good-18350
November 201495.1GoodVery GoodGoodVery Good-18350
February 201495.0FairSatisfactoryGoodVery Good-18600
February 201295.0FairSatisfactoryGoodVery Good-10500
March 201093.0GoodGoodGoodVery Good-10500
March 200893.0GoodGoodGoodVery Good-10500
June 200793.0GoodGoodGoodVery Good-10500
June 200593.0FairSatisfactorySatisfactoryVery Good-13800
July 200393.0FairSatisfactorySatisfactoryVery Good-13800
November 200293.0FairSatisfactorySatisfactoryVery Good-30050
November 200193.0FairSatisfactorySatisfactoryVery Good-15950
October 200093.0FairSatisfactorySatisfactoryVery Good-15950
November 199997.0FairSatisfactorySatisfactoryVery Good-16280
October 199897.0FairSatisfactorySatisfactoryVery Good-16280
November 199697.0FairSatisfactorySatisfactoryVery Good-16280
February 199697.0FairSatisfactorySatisfactoryVery Good-16280
December 199497.0FairSatisfactorySatisfactoryVery Good-16280
February 199497.0FairSatisfactorySatisfactoryGood-6710
January 199397.0FairSatisfactorySatisfactoryVery Good-6710
October 199197.0FairSatisfactorySatisfactoryVery Good-6710