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WILSON RD over WILSON RD OVER I70

Map 

Coordinates:
+39.97472, -83.09972
39°58'29" N, 83°05'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:15.1 ft. [4.6 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 2016 

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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201695.3GoodVery GoodVery GoodVery GoodFO4554
May 201593.3GoodVery GoodVery GoodVery GoodFO18000
June 201493.3GoodVery GoodVery GoodVery GoodFO18000
May 201393.3GoodExcellentVery GoodVery Good-18000
April 201293.3GoodExcellentVery GoodVery Good-18000
June 201193.3GoodExcellentVery GoodVery Good-18000
May 201093.3GoodExcellentVery GoodVery Good-18000
August 200993.3GoodExcellentVery GoodVery Good-18000
August 200893.3GoodExcellentVery GoodVery Good-18000
August 200791.3GoodExcellentVery GoodExcellent-18000
August 200691.3GoodExcellentVery GoodExcellent-18000
October 200591.3GoodExcellentVery GoodExcellent-18000
February 200590.3FairFairGoodSatisfactoryFO18000
August 200391.3FairSatisfactoryGoodSatisfactoryFO18000
August 200289.9FairSatisfactoryGoodSatisfactoryFO27760
January 200194.1FairSatisfactoryVery GoodSatisfactory-27760
July 199994.1FairSatisfactoryVery GoodGood-27760
June 199894.1GoodGoodVery GoodGood-27760
June 199794.1GoodGoodVery GoodGood-27760
June 199694.1GoodGoodVery GoodGood-27760
July 199591.6GoodGoodVery GoodGoodFO27760
June 199479.9FairGoodGoodFairFO27760
June 199379.9FairSatisfactoryGoodFairFO27760
May 199278.9FairFairFairFairFO27760
May 199178.9FairFairFairFairFO27760