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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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,400 [as of 2014]
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:95.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$832,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201695.5FairSatisfactoryVery GoodGood-12400
June 201495.8FairSatisfactoryVery GoodGood-6867
June 201293.8FairSatisfactoryVery GoodGood-6867
May 201093.3FairSatisfactoryVery GoodSatisfactory-6000
June 200895.1FairSatisfactoryVery GoodSatisfactory-6000
April 200695.1FairSatisfactoryVery GoodSatisfactory-6000
April 200495.1FairSatisfactoryVery GoodSatisfactory-6000
May 200295.2FairSatisfactoryVery GoodSatisfactory-5500
May 200095.2FairSatisfactoryVery GoodSatisfactory-5500
March 199895.1FairSatisfactoryVery GoodSatisfactory-6000
July 199695.1FairSatisfactoryVery GoodSatisfactory-6000
May 199495.1FairSatisfactoryVery GoodSatisfactory-6000
May 199295.1FairSatisfactoryVery GoodSatisfactory-6000
July 199095.1FairSatisfactoryVery GoodSatisfactory-6000