+43.10891, -88.05781
43°06'32" N, 88°03'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:B40021600000000
Location:1.5 MI N JCT STH 190
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:122.1 ft. [37.2 m]
Total length:248.0 ft. [75.6 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans 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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:62,500 [as of 2013]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:97.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201497.1Not deficientGoodGoodGood62500
April 201297.3Not deficientGoodVery GoodVery Good58200
April 2010100.0Not deficientVery GoodVery GoodVery Good58200
May 2008100.0Not deficientVery GoodVery GoodVery Good42860
August 2006100.0Not deficientVery GoodVery GoodVery Good42860
September 2004100.0Not deficientVery GoodVery GoodVery Good42860
September 2002100.0Not deficientVery GoodVery GoodVery Good42860
October 2000100.0Not deficientVery GoodVery GoodVery Good54000
January 199350.8Not deficientSatisfactoryPoorSatisfactory1400
March 199150.8Not deficientSatisfactoryPoorSatisfactory1400