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LRD PRENTICE RD over DOUGLAS CREEK

Map

Coordinates:
+45.50208, -90.29064
45°30'07" N, 90°17'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD PRENTICE RD over DOUGLAS CREEK
Structure number:P50008000000000
Location:2.6M S JCT STH 13
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.6 ft. [7.8 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:Town or Township Highway Agency [03]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:86 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:85.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$147,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairGoodGoodSatisfactory8685.6
September 2014FairGoodGoodSatisfactory8585.6
September 2012GoodGoodGoodGood8582.6
September 2010GoodGoodGoodGood7982.6
September 2008GoodGoodGoodGood7992.3
September 2006GoodGoodGoodGood7992.3
September 2004GoodGoodGoodGood7992.3
September 2002GoodGoodGoodGood7992.3
August 2000GoodGoodGoodGood6592.3
June 1998GoodGoodGoodGood6592.3
July 1996GoodGoodVery GoodGood6592.3
September 1994GoodGoodVery GoodGood6594.2
August 1992FairSatisfactoryVery GoodSatisfactory6594.2
August 1990FairSatisfactoryVery GoodSatisfactory6594.2