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IH 794 EB E-W FREE over LRD N JACKSON ST

Map 

Coordinates:
+43.03551, -87.90360
43°02'08" N, 87°54'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 794 EB E-W FREE over LRD N JACKSON ST
Structure number:B400400003C0000
Location:1.1 MI E JCT IH-43
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:107.0 ft. [32.6 m]
Deck width edge-to-edge:110.9 ft. [33.8 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:17.4 ft. [5.3 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:4
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:Good
Status:Open, no restriction [A]
Average daily traffic:38,910 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:53.9 tons [49.0 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:90.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,670,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201690.2GoodGoodGoodVery GoodFO38910
November 201492.1GoodGoodGoodVery GoodFO38910
March 201488.8FairFairSatisfactoryVery GoodFO23600
March 201289.8FairSatisfactorySatisfactoryVery GoodFO23600
March 201095.0FairSatisfactorySatisfactoryVery Good-15550
March 200895.0FairSatisfactorySatisfactoryVery Good-15550
June 200795.0FairSatisfactorySatisfactoryVery Good-15550
June 200584.0FairSatisfactoryFairVery Good-15550
July 200384.0FairSatisfactoryFairVery Good-15550
November 200284.0FairSatisfactoryFairVery Good-15550
November 200184.0FairSatisfactoryFairVery Good-18250
October 200084.0FairSatisfactoryFairVery Good-18250
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