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LRD S 16TH ST over KINNICKINNIC RIVER

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

Facts 

Name:LRD S 16TH ST over KINNICKINNIC RIVER
Structure number:P40062200000000
Location:1.7M S JCT STH 59
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:62.7 ft. [19.1 m]
Total length:64.6 ft. [19.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1981
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 2014 

Status:Open, no restriction [A]
Average daily traffic:10,925 [as of 2011]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
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:84.4 tons [76.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201498.5Not deficientGoodSatisfactorySatisfactory10925
June 201296.5Not deficientGoodSatisfactorySatisfactory10925
May 201098.0Not deficientGoodSatisfactorySatisfactory7000
June 200898.0Not deficientGoodSatisfactoryGood7000
April 200698.0Not deficientSatisfactoryGoodSatisfactory7000
April 200498.0Not deficientSatisfactoryVery GoodSatisfactory7000
May 200298.0Not deficientSatisfactoryVery GoodSatisfactory6900
May 200098.0Not deficientSatisfactoryVery GoodSatisfactory6900
March 199898.1Not deficientSatisfactoryVery GoodSatisfactory6000
May 199698.1Not deficientSatisfactoryVery GoodSatisfactory6000
May 199498.1Not deficientSatisfactoryVery GoodSatisfactory6000
May 199298.1Not deficientGoodVery GoodSatisfactory6000
July 199098.1Not deficientGoodVery GoodSatisfactory6000