Share:

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:P40082900000000
Location:0.6M S JCT STH 32
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.0 ft. [13.4 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:59.4 ft. [18.1 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans 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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:6,371 [as of 2015]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:104.2 tons [94.7 metric tons]
Inventory rating:62.4 tons [56.7 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201498.7Not deficientVery GoodGoodGood6371
May 201498.7Not deficientVery GoodGoodGood6247
May 201263.5Structurally deficientSeriousPoorPoor6247
May 201063.0Structurally deficientSeriousPoorFair4500
June 200881.2Structurally deficientPoorFairFair4500
April 200681.2Structurally deficientPoorFairSatisfactory4500
April 200494.4Not deficientFairSatisfactorySatisfactory4500
April 200293.9Not deficientFairSatisfactorySatisfactory7700
April 200087.8Structurally deficientPoorGoodSatisfactory7700
April 199887.9Structurally deficientPoorGoodSatisfactory6800
December 199692.0Structurally deficientPoorVery GoodSatisfactory6800
September 199487.9Structurally deficientPoorVery GoodSatisfactory6800
December 199287.9Structurally deficientPoorVery GoodSatisfactory6800
July 199087.9Structurally deficientPoorVery GoodSatisfactory6800