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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 2015 

Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 1999]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201593.3Functionally obsoleteVery GoodVery GoodVery Good18000
June 201493.3Functionally obsoleteVery GoodVery GoodVery Good18000
May 201393.3Not deficientExcellentVery GoodVery Good18000
April 201293.3Not deficientExcellentVery GoodVery Good18000
June 201193.3Not deficientExcellentVery GoodVery Good18000
May 201093.3Not deficientExcellentVery GoodVery Good18000
August 200993.3Not deficientExcellentVery GoodVery Good18000
August 200893.3Not deficientExcellentVery GoodVery Good18000
August 200791.3Not deficientExcellentVery GoodExcellent18000
August 200691.3Not deficientExcellentVery GoodExcellent18000
October 200591.3Not deficientExcellentVery GoodExcellent18000
February 200590.3Functionally obsoleteFairGoodSatisfactory18000
August 200391.3Functionally obsoleteSatisfactoryGoodSatisfactory18000
August 200289.9Functionally obsoleteSatisfactoryGoodSatisfactory27760
January 200194.1Not deficientSatisfactoryVery GoodSatisfactory27760
July 199994.1Not deficientSatisfactoryVery GoodGood27760
June 199894.1Not deficientGoodVery GoodGood27760
June 199794.1Not deficientGoodVery GoodGood27760
June 199694.1Not deficientGoodVery GoodGood27760
July 199591.6Functionally obsoleteGoodVery GoodGood27760
June 199479.9Functionally obsoleteGoodGoodFair27760
June 199379.9Functionally obsoleteSatisfactoryGoodFair27760
May 199278.9Functionally obsoleteFairFairFair27760
May 199178.9Functionally obsoleteFairFairFair27760