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LRD DORWIN RD over BEAR CREEK

Map

Coordinates:
+44.63048, -91.91134
44°37'50" N, 91°54'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD DORWIN RD over BEAR CREEK
Structure number:P46091300000000
Location:0.3M N JCT USH 10
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:64.0 ft. [19.5 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:87 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:49.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$284,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorGoodPoorGood8749.7
October 2016PoorGoodPoorGood8749.7
September 2014FairGoodFairGood7563.7
September 2012FairGoodSatisfactoryGood7573.7
September 2010FairGoodSatisfactoryGood7573.7
June 2008FairGoodSatisfactoryGood7573.7
June 2006FairGoodFairGood7563.7
October 2004FairGoodFairGood7563.7
October 2002FairGoodFairGood7563.7
August 2000GoodGoodVery GoodVery Good7573.7
September 1998FairSatisfactoryVery GoodVery Good7573.7
August 1996GoodGoodVery GoodVery Good7573.7
October 1994GoodVery GoodGoodVery Good7573.7
August 1992GoodGoodVery GoodVery Good7573.7
September 1990GoodGoodVery GoodVery Good7573.7