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WILSON RD over BARBIE DITCH (WILSON)

Map

Coordinates:
+39.99171, -83.11010
39°59'30" N, 83°06'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILSON RD over BARBIE DITCH (WILSON)
Structure number:2535483
Location:0.3 MI NORTH OF TRABUE RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.2 ft. [8.9 m]
Total length:31.8 ft. [9.7 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:1994
Year reconstructed:2008
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,850 [as of 2015]
Truck traffic:3% of total traffic
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:Superior to present desirable criteria [9]
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:98.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodVery Good285098.7
May 2016GoodGoodGoodVery Good285098.7
May 2015GoodGoodGoodVery Good1683092.1
May 2014GoodGoodGoodVery Good1683092.1
August 2013GoodGoodGoodVery Good1683092.1
April 2012GoodGoodGoodVery Good1683092.1
August 2011GoodGoodGoodVery Good1683092.1
May 2010GoodGoodGoodVery Good1683092.1
May 2009GoodGoodGoodVery Good1683092.1
April 2008GoodGoodGoodVery Good1683085.5
May 2007GoodVery GoodVery GoodVery Good1683085.5
April 2006GoodVery GoodVery GoodVery Good1683085.5
May 2005GoodVery GoodVery GoodVery Good1683085.5
May 2004GoodVery GoodVery GoodVery Good1683085.5
May 2003GoodVery GoodVery GoodVery Good1683085.5
April 2002GoodVery GoodVery GoodVery Good1683085.5
May 2000GoodVery GoodVery GoodVery Good1683085.5
June 1999GoodVery GoodVery GoodVery Good1683085.5
August 1998GoodVery GoodVery GoodVery Good1683085.5
October 1996GoodVery GoodVery GoodVery Good1683085.5
August 1995GoodVery GoodVery GoodVery Good1451787.0
August 1994Good---1451793.5