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LRD S 29TH ST over KINNICKINNIC RIVER

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

Facts 

Name:LRD S 29TH ST over KINNICKINNIC RIVER
Structure number:P40063000000000
Location:0.5M S JCT STH 24
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:60.0 ft. [18.3 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:3
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:888 [as of 2012]
Deck condition:Good [7 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:62.9 tons [57.2 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 2014100.0Not deficientGoodVery GoodGood888
June 201295.7Not deficientGoodVery GoodGood6500
May 201095.1Not deficientVery GoodGoodSatisfactory6500
March 200995.1Not deficientVery GoodGoodGood6500
June 200829.9Structurally deficient---6500
April 200662.5Structurally deficientSeriousFairPoor6500
April 200462.5Structurally deficientSeriousFairPoor6500
May 200262.5Structurally deficientSeriousFairPoor6500
May 200161.5Structurally deficientSeriousFairPoor6500
May 200091.0Structurally deficientPoorGoodSatisfactory6500
March 199862.9Structurally deficientPoorSatisfactoryPoor9500
May 199662.9Structurally deficientPoorSatisfactoryPoor9500
May 199462.7Structurally deficientPoorSatisfactoryPoor9500
October 199262.7Structurally deficientPoorSatisfactoryPoor9500
August 199065.8Structurally deficientSatisfactorySatisfactoryPoor9500