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IH 794 WB-E-W-FREE over STH USH 18-STH 32-MLWKEE

Map 

Coordinates:
+43.03610, -87.90623
43°02'10" N, 87°54'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 794 WB-E-W-FREE over STH USH 18-STH 32-MLWKEE
Structure number:B40040001AA0000
Location:0.9 MI E JCT IH-43
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:116.5 ft. [35.5 m]
Total length:313.0 ft. [95.4 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1975
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:11,400 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:44.9 tons [40.8 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,859,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201568.7Functionally obsoleteSatisfactorySatisfactoryGood11400
February 201464.1Functionally obsoleteFairFairGood11400
March 201261.1Functionally obsoleteFairFairGood11200
March 201056.5Functionally obsoleteFairFairGood11900
March 200868.2Functionally obsoleteSatisfactorySatisfactoryGood15550
June 200768.2Functionally obsoleteSatisfactorySatisfactoryGood15550
June 200568.2Functionally obsoleteSatisfactorySatisfactoryGood15550
July 200356.0Functionally obsoleteSatisfactoryFairGood15550
October 200256.0Functionally obsoleteSatisfactoryFairGood15550
November 200155.6Functionally obsoleteSatisfactoryFairVery Good16510
October 200055.6Functionally obsoleteSatisfactoryFairVery Good16510
November 199977.8Functionally obsoleteSatisfactorySatisfactoryVery Good47540
October 199877.8Functionally obsoleteSatisfactorySatisfactoryVery Good47540
December 199677.8Functionally obsoleteSatisfactorySatisfactoryVery Good47540
February 199681.6Not deficientSatisfactorySatisfactoryVery Good47540
December 199481.6Not deficientSatisfactorySatisfactoryVery Good47540
February 199494.8Not deficientSatisfactorySatisfactoryVery Good3940
January 199394.8Not deficientSatisfactorySatisfactoryVery Good3940
October 199194.8Not deficientSatisfactorySatisfactoryVery Good3940