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STH 130-STH 133 over WISCONSIN RIVER 05

Map

Coordinates:
+43.16938, -90.19244
43°10'10" N, 90°11'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 130-STH 133 over WISCONSIN RIVER 05
Structure number:B52085600000000
Location:0.4M N JCT STH 133 TO S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:138.1 ft. [42.1 m]
Total length:553.5 ft. [168.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,200 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,762,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorGoodSeriousPoor220070.0
June 2017PoorGoodSeriousPoor22007.0
April 2016PoorGoodPoorFair220023.8
June 2015PoorGoodPoorFair220020.9
April 2014PoorGoodPoorFair220020.9
April 2012PoorGoodPoorFair220017.8
April 2010FairGoodFairFair250046.8
April 2008FairGoodFairSatisfactory250046.8
May 2006FairVery GoodFairSatisfactory225047.8
December 2005FairVery GoodFairSatisfactory225047.8
August 2003GoodVery GoodVery GoodGood225060.6
July 2002GoodVery GoodVery GoodGood225060.6
March 2001GoodVery GoodVery GoodGood190061.8
February 2000GoodVery GoodVery GoodGood190061.8
August 1998GoodVery GoodVery GoodGood190061.8
June 1997GoodVery GoodVery GoodGood79065.7
November 1996GoodVery GoodVery GoodGood79065.7
June 1995GoodVery GoodVery GoodGood79065.7
April 1994GoodVery GoodVery GoodGood175062.3
August 1992GoodVery GoodVery GoodVery Good175062.3
July 1991GoodVery GoodVery GoodVery Good175062.3