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LRD 210TH ST over N BR WILSON CREEK

Map

Coordinates:
+44.96027, -92.05556
44°57'37" N, 92°03'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD 210TH ST over N BR WILSON CREEK
Structure number:B17012600000000
Location:0.8M N JCT USH 12
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:31.5 ft. [9.6 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:1990
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:101 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:94.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodGoodGoodGood10194.5
September 2014GoodGoodGoodGood100100.0
September 2012GoodGoodGoodGood10098.0
September 2010GoodGoodVery GoodVery Good100100.0
November 2008GoodVery GoodVery GoodVery Good100100.0
November 2006GoodVery GoodVery GoodVery Good100100.0
December 2004GoodVery GoodVery GoodVery Good100100.0
December 2002GoodVery GoodVery GoodVery Good100100.0
December 2000GoodVery GoodVery GoodVery Good100100.0
December 1998GoodVery GoodVery GoodVery Good100100.0
October 1996GoodVery GoodVery GoodVery Good100100.0
November 1994GoodVery GoodVery GoodVery Good100100.0
October 1992GoodVery GoodVery GoodVery Good100100.0
November 1990GoodExcellentExcellentExcellent100100.0