+39.45222, -82.75139
39°27'08" N, 82°45'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:7105266
Location:1.09 MI S OF JCT SR 180
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:939 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201699.4FairGoodGoodSatisfactory-939
September 201599.5FairGoodGoodSatisfactory-910
October 201499.5FairGoodGoodSatisfactory-910
November 201399.5FairGoodGoodSatisfactory-910
October 201298.3FairGoodGoodSatisfactory-1080
November 201198.3FairVery GoodVery GoodSatisfactory-1080
December 201099.4FairVery GoodVery GoodSatisfactory-970
December 200999.4FairVery GoodVery GoodSatisfactory-970
November 200899.4FairVery GoodVery GoodSatisfactory-970
December 200799.4GoodVery GoodVery GoodGood-970
September 200698.3GoodVery GoodVery GoodGood-1120
August 200598.3GoodVery GoodVery GoodGood-1120
September 200498.2GoodVery GoodVery GoodGood-1310
August 200398.2GoodVery GoodVery GoodVery Good-1310
August 200298.2GoodVery GoodVery GoodVery Good-1310
June 200099.5GoodVery GoodVery GoodExcellent-760
July 199999.5GoodVery GoodVery GoodExcellent-760
June 199899.5GoodVery GoodVery GoodExcellent-760
June 199799.5GoodVery GoodVery GoodExcellent-760
September 199699.5GoodVery GoodVery GoodVery Good-760
June 199599.5GoodVery GoodVery GoodVery Good-760
August 199499.5GoodVery GoodExcellentExcellent-760
October 199399.5GoodExcellentExcellentExcellent-760
December 199299.5GoodExcellentExcellentExcellent-760
October 199199.5GoodExcellentExcellentExcellent-760