STH 794 over STH 32 - KK AVE


+42.98820, -87.88796
42°59'18" N, 87°53'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STH 794 over STH 32 - KK AVE
Structure number:B40061400000000
Location:2.4 MI N JCT CTH Y
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:105.6 ft. [32.2 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1996
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:35,480 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inventory rating:80.2 tons [72.9 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201597.3Not deficientGoodGoodGood35480
July 201392.1Not deficientGoodGoodGood36210
August 201190.7Not deficientGoodGoodSatisfactory33400
August 200980.0Not deficientGoodGoodGood34000
August 200780.0Not deficientGoodGoodGood22300
August 200581.0Not deficientGoodGoodGood22300
September 200380.0Not deficientGoodVery GoodGood22300
August 200180.0Not deficientGoodVery GoodGood26200
December 200095.0Not deficientVery GoodVery GoodVery Good-
June 199995.0Not deficientExcellentExcellentExcellent-
January 199692.0Not deficientVery GoodVery GoodVery Good-