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USH 10 over HOLMES CREEK

Map

Coordinates:
+44.57675, -91.70354
44°34'36" N, 91°42'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 10 over HOLMES CREEK
Structure number:B06011200000000
Location:2.1M E JCT CTH W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1936
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 [3]
Main span 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: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,100 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:52.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$260,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorFairPoorSatisfactory410052.9
February 2017PoorFairPoorSatisfactory410052.9
February 2016PoorFairPoorSatisfactory410052.9
May 2014PoorFairPoorSatisfactory199057.1
May 2012FairFairFairSatisfactory199077.6
May 2010FairFairSatisfactorySatisfactory199088.7
May 2008FairFairSatisfactorySatisfactory199088.7
September 2006FairSatisfactoryGoodGood199089.8
February 2005GoodGoodGoodGood199089.8
February 2003GoodGoodGoodGood199089.8
February 2001GoodGoodGoodGood200089.6
March 2000GoodGoodGoodGood200087.6
May 1998GoodGoodGoodGood200087.6
July 1997GoodGoodVery GoodGood216087.0
August 1996GoodGoodVery GoodGood216087.0
July 1995GoodGoodVery GoodGood216086.0
June 1994FairSatisfactoryVery GoodGood216086.0
May 1993FairSatisfactoryVery GoodSatisfactory154089.3
July 1992FairSatisfactoryVery GoodSatisfactory154089.3
June 1991GoodGoodVery GoodVery Good154089.3