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LRD 157TH AVENUE over DUNCAN CREEK

Map

Coordinates:
+45.07092, -91.46625
45°04'15" N, 91°27'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD 157TH AVENUE over DUNCAN CREEK
Structure number:B09011200000000
Location:0.2 M E CTH Q
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:36.4 ft. [11.1 m]
Total length:74.8 ft. [22.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:159 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016GoodGoodGoodVery Good15990.6
February 2015GoodGoodGoodVery Good15990.6
August 2014GoodGoodGoodVery Good15090.6
October 2012GoodGoodGoodVery Good15090.6
October 2010GoodGoodGoodVery Good15090.6
October 2008GoodGoodGoodVery Good15092.4
October 2006GoodGoodGoodVery Good15092.4
October 2004GoodGoodGoodVery Good15092.4
October 2002GoodGoodGoodVery Good13092.5
December 2000GoodGoodGoodVery Good13092.4
December 1998GoodGoodGoodVery Good13092.4
December 1996GoodVery GoodVery GoodVery Good10098.0
December 1994GoodVery GoodVery GoodVery Good10098.0
August 1992GoodVery GoodVery GoodVery Good10098.0
November 1990GoodVery GoodVery GoodVery Good10098.0