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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 2016 

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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201698.7GoodGoodGoodVery Good-2850
May 201592.1GoodGoodGoodVery Good-16830
May 201492.1GoodGoodGoodVery Good-16830
August 201392.1GoodGoodGoodVery Good-16830
April 201292.1GoodGoodGoodVery Good-16830
August 201192.1GoodGoodGoodVery Good-16830
May 201092.1GoodGoodGoodVery Good-16830
May 200992.1GoodGoodGoodVery Good-16830
April 200885.5GoodGoodGoodVery Good-16830
May 200785.5GoodVery GoodVery GoodVery Good-16830
April 200685.5GoodVery GoodVery GoodVery Good-16830
May 200585.5GoodVery GoodVery GoodVery Good-16830
May 200485.5GoodVery GoodVery GoodVery Good-16830
May 200385.5GoodVery GoodVery GoodVery Good-16830
April 200285.5GoodVery GoodVery GoodVery Good-16830
May 200085.5GoodVery GoodVery GoodVery Good-16830
June 199985.5GoodVery GoodVery GoodVery Good-16830
August 199885.5GoodVery GoodVery GoodVery Good-16830
October 199685.5GoodVery GoodVery GoodVery Good-16830
August 199587.0GoodVery GoodVery GoodVery Good-14517
August 199493.5Good----14517