+40.62833, -82.60833
40°37'42" N, 82°36'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:7031947
Location:300 FT S. OF MOCK ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:26.9 ft. [8.2 m]
Total length:56.8 ft. [17.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:324 [as of 2015]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:88.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201688.9GoodVery GoodVery GoodVery Good-324
October 201599.0GoodVery GoodVery GoodVery Good-70
March 201499.0GoodVery GoodVery GoodVery Good-70
October 201399.0GoodVery GoodVery GoodVery Good-70
July 201299.0GoodVery GoodVery GoodVery Good-70
June 201199.0GoodVery GoodVery GoodVery Good-70
September 201099.0GoodVery GoodVery GoodVery Good-70
July 200999.0GoodVery GoodVery GoodVery Good-70
March 200899.0GoodVery GoodVery GoodVery Good-70
October 200799.0GoodVery GoodVery GoodVery Good-70
November 200699.0GoodVery GoodVery GoodVery Good-70
August 200599.0GoodVery GoodVery GoodVery Good-70
September 200499.0GoodVery GoodVery GoodVery Good-70
September 200299.0GoodVery GoodVery GoodVery Good-70
July 200199.0GoodVery GoodVery GoodVery Good-70
October 200099.0GoodVery GoodVery GoodVery Good-70
August 199999.0GoodVery GoodVery GoodVery Good-70
September 199899.0GoodVery GoodVery GoodVery Good-70
October 199799.0GoodVery GoodVery GoodVery Good-70
September 199699.0GoodVery GoodVery GoodVery Good-70
August 199599.0GoodVery GoodVery GoodVery Good-70
October 199499.0GoodExcellentExcellentExcellent-70
October 199399.0GoodVery GoodExcellentExcellent-70
December 199299.0GoodExcellentExcellentExcellent-70