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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 2014 

Status:Open, no restriction [A]
Average daily traffic:38,910 [as of 2012]
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:97.0 tons [88.2 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.1
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. ratingEvaluationDeckSuper.Sub.ADT
November 201492.1Functionally obsoleteGoodGoodVery Good38910
March 201488.8Functionally obsoleteFairSatisfactoryVery Good23600
March 201289.8Functionally obsoleteSatisfactorySatisfactoryVery Good23600
March 201095.0Not deficientSatisfactorySatisfactoryVery Good15550
March 200895.0Not deficientSatisfactorySatisfactoryVery Good15550
June 200795.0Not deficientSatisfactorySatisfactoryVery Good15550
June 200584.0Not deficientSatisfactoryFairVery Good15550
July 200384.0Not deficientSatisfactoryFairVery Good15550
November 200284.0Not deficientSatisfactoryFairVery Good15550
November 200184.0Not deficientSatisfactoryFairVery Good18250
October 200084.0Not deficientSatisfactoryFairVery Good18250
November 199997.0Not deficientSatisfactorySatisfactoryVery Good16280
October 199897.0Not deficientSatisfactorySatisfactoryVery Good16280
November 199697.0Not deficientSatisfactorySatisfactoryVery Good16280
February 199697.0Not deficientSatisfactorySatisfactoryVery Good16280
December 199497.0Not deficientSatisfactorySatisfactoryVery Good16280
February 199497.0Not deficientSatisfactorySatisfactoryGood6710
January 199397.0Not deficientSatisfactorySatisfactoryVery Good6710
October 199197.0Not deficientSatisfactorySatisfactoryVery Good6710