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LRD S 1ST ST over KINNICKINNIC RIVER

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

Facts 

Name:LRD S 1ST ST over KINNICKINNIC RIVER
Structure number:P40083000000000
Location:0.3M S JCT STH 32
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:90.9 ft. [27.7 m]
Total length:190.6 ft. [58.1 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:7,752 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:71.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,498,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201671.5Structurally deficientFairPoorPoor7752
April 201471.5Structurally deficientFairPoorPoor7600
April 201268.5Structurally deficientFairPoorPoor7600
April 201048.0Structurally deficientFairFairPoor6500
July 200948.0Structurally deficientFairFairPoor6500
March 200848.0Structurally deficientFairFairPoor6500
March 200648.0Structurally deficientFairFairPoor6500
May 200449.0Structurally deficientSatisfactoryFairPoor6500
October 200262.4Structurally deficientSatisfactoryFairPoor11600
May 200057.4Structurally deficientSatisfactorySatisfactoryPoor11600
October 199858.7Structurally deficientSatisfactorySatisfactoryPoor5800
January 199758.7Structurally deficientSatisfactorySatisfactoryPoor5800
October 199458.6Structurally deficientSatisfactorySatisfactoryPoor5800
December 199257.6Structurally deficientFairSatisfactoryPoor5800
November 199057.6Structurally deficientFairSatisfactoryPoor5800