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WILSON RD over BARBIE DITCH (WILSON)

Map 

Coordinates:
+39.99167, -83.11000
39°59'30" N, 83°06'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:16,830 [as of 1997]
Truck traffic:11% 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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201592.1Not deficientGoodGoodVery Good16830
May 201492.1Not deficientGoodGoodVery Good16830
August 201392.1Not deficientGoodGoodVery Good16830
April 201292.1Not deficientGoodGoodVery Good16830
August 201192.1Not deficientGoodGoodVery Good16830
May 201092.1Not deficientGoodGoodVery Good16830
May 200992.1Not deficientGoodGoodVery Good16830
April 200885.5Not deficientGoodGoodVery Good16830
May 200785.5Not deficientVery GoodVery GoodVery Good16830
April 200685.5Not deficientVery GoodVery GoodVery Good16830
May 200585.5Not deficientVery GoodVery GoodVery Good16830
May 200485.5Not deficientVery GoodVery GoodVery Good16830
May 200385.5Not deficientVery GoodVery GoodVery Good16830
April 200285.5Not deficientVery GoodVery GoodVery Good16830
May 200085.5Not deficientVery GoodVery GoodVery Good16830
June 199985.5Not deficientVery GoodVery GoodVery Good16830
August 199885.5Not deficientVery GoodVery GoodVery Good16830
October 199685.5Not deficientVery GoodVery GoodVery Good16830
August 199587.0Not deficientVery GoodVery GoodVery Good14517
August 199493.5Not deficient---14517