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LRD W LINCOLN AVE over KINNICKINNIC RIVER

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

Facts 

Name:LRD W LINCOLN AVE over KINNICKINNIC RIVER
Structure number:B40064800000000
Location:0.3M E JCT STH 38
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:109.9 ft. [33.5 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1996
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: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,800 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:39.2 tons [35.6 metric tons]
Sufficiency rating:98.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201698.6FairSatisfactoryVery GoodSatisfactory-7800
May 201498.8FairSatisfactoryVery GoodSatisfactory-5124
May 201296.8FairSatisfactoryVery GoodSatisfactory-5124
May 201095.7FairSatisfactoryVery GoodSatisfactory-9200
June 200895.7FairSatisfactoryVery GoodSatisfactory-9200
April 200695.7FairSatisfactoryVery GoodSatisfactory-9200
April 200495.7FairSatisfactoryVery GoodSatisfactory-9200
April 200295.9FairSatisfactoryVery GoodGood-7800
April 200095.9GoodGoodVery GoodVery Good-7800
April 199895.5GoodVery GoodVery GoodVery Good-10700
January 199695.5GoodVery GoodVery GoodVery Good-10700