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LRD W BECHER ST over KINNICKINNIC RIVER

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

Facts 

Name:LRD W BECHER ST over KINNICKINNIC RIVER
Structure number:P40079400000000
Location:0.2M E JCT STH 38
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.1 ft. [16.8 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:10,583 [as of 2015]
Deck condition:Very Good [8 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: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: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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:55.7 tons [50.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201597.6Not deficientVery GoodVery GoodGood10583
May 201492.6Structurally deficientSeriousSatisfactorySatisfactory10376
May 201291.5Structurally deficientSeriousSatisfactorySatisfactory10376
May 201090.4Structurally deficientSeriousSatisfactoryGood10700
June 200892.4Structurally deficientPoorSatisfactoryGood10700
May 200683.3Not deficientFairSatisfactoryFair10700
April 200483.3Not deficientFairSatisfactoryFair10700
May 200293.1Not deficientFairSatisfactorySatisfactory13400
May 200089.0Structurally deficientSeriousSatisfactorySatisfactory13400
April 199894.5Not deficientGoodSatisfactorySatisfactory10400
December 199695.5Not deficientVery GoodSatisfactorySatisfactory10400
August 199495.4Not deficientVery GoodSatisfactorySatisfactory10400
August 199294.4Not deficientFairSatisfactorySatisfactory10400
July 199094.4Not deficientFairSatisfactorySatisfactory10400