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WILSON RD over WILSON RD OVER I70

Map

Coordinates:
+39.97483, -83.09994
39°58'29" N, 83°05'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILSON RD over WILSON RD OVER I70
Structure number:2504308
Location:1.04 MI E OF I-270
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:117.1 ft. [35.7 m]
Total length:367.8 ft. [112.1 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,554 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodVery GoodVery Good455495.3
May 2016GoodVery GoodVery GoodVery Good455495.3
May 2015GoodVery GoodVery GoodVery Good1800093.3
June 2014GoodVery GoodVery GoodVery Good1800093.3
May 2013GoodExcellentVery GoodVery Good1800093.3
April 2012GoodExcellentVery GoodVery Good1800093.3
June 2011GoodExcellentVery GoodVery Good1800093.3
May 2010GoodExcellentVery GoodVery Good1800093.3
August 2009GoodExcellentVery GoodVery Good1800093.3
August 2008GoodExcellentVery GoodVery Good1800093.3
August 2007GoodExcellentVery GoodExcellent1800091.3
August 2006GoodExcellentVery GoodExcellent1800091.3
October 2005GoodExcellentVery GoodExcellent1800091.3
February 2005FairFairGoodSatisfactory1800090.3
August 2003FairSatisfactoryGoodSatisfactory1800091.3
August 2002FairSatisfactoryGoodSatisfactory2776089.9
January 2001FairSatisfactoryVery GoodSatisfactory2776094.1
July 1999FairSatisfactoryVery GoodGood2776094.1
June 1998GoodGoodVery GoodGood2776094.1
June 1997GoodGoodVery GoodGood2776094.1
June 1996GoodGoodVery GoodGood2776094.1
July 1995GoodGoodVery GoodGood2776091.6
June 1994FairGoodGoodFair2776079.9
June 1993FairSatisfactoryGoodFair2776079.9
May 1992FairFairFairFair2776078.9
May 1991FairFairFairFair2776078.9