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LRD W CLEVELAND AV over KINNICKINNIC RIVER

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W CLEVELAND AV over KINNICKINNIC RIVER
Structure number:B40054900000000
Location:0.6M E JCT STH 241
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:95.5 ft. [29.1 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:6,867 [as of 2011]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201495.8Not deficientSatisfactoryVery GoodGood6867
June 201293.8Not deficientSatisfactoryVery GoodGood6867
May 201093.3Not deficientSatisfactoryVery GoodSatisfactory6000
June 200895.1Not deficientSatisfactoryVery GoodSatisfactory6000
April 200695.1Not deficientSatisfactoryVery GoodSatisfactory6000
April 200495.1Not deficientSatisfactoryVery GoodSatisfactory6000
May 200295.2Not deficientSatisfactoryVery GoodSatisfactory5500
May 200095.2Not deficientSatisfactoryVery GoodSatisfactory5500
March 199895.1Not deficientSatisfactoryVery GoodSatisfactory6000
July 199695.1Not deficientSatisfactoryVery GoodSatisfactory6000
May 199495.1Not deficientSatisfactoryVery GoodSatisfactory6000
May 199295.1Not deficientSatisfactoryVery GoodSatisfactory6000
July 199095.1Not deficientSatisfactoryVery GoodSatisfactory6000