+39.96667, -83.04833
39°58'00" N, 83°02'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:2530295
Location:.7 MI. SOUTH OF U.S. 33
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:128.0 ft. [39.0 m]
Total length:581.1 ft. [177.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1968
Year reconstructed:2002
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:5
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,813 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:79.1 tons [71.9 metric tons]
Inventory rating:47.4 tons [43.1 metric tons]
Sufficiency rating:80.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201680.3FairGoodVery GoodSatisfactory-7813
August 201573.6GoodGoodVery GoodGood-26856
July 201473.6GoodGoodVery GoodGood-26856
February 201473.6GoodGoodVery GoodGood-26856
December 201273.6GoodGoodVery GoodGood-26856
November 201173.6GoodGoodVery GoodGood-26856
July 201073.6GoodGoodVery GoodGood-26856
January 201073.6GoodVery GoodVery GoodVery Good-26856
January 200973.6GoodVery GoodVery GoodVery Good-26856
January 200873.6GoodVery GoodVery GoodVery Good-26856
January 200773.6GoodVery GoodVery GoodVery Good-26856
December 200573.6GoodVery GoodVery GoodVery Good-26856
September 200473.6GoodVery GoodVery GoodVery Good-26856
September 200373.6GoodVery GoodVery GoodGood-26856
December 200273.6GoodExcellentVery GoodGood-26856
November 200172.6FairSatisfactoryGoodSatisfactory-26856
November 200072.6FairSatisfactoryGoodSatisfactory-26856
November 199972.6FairSatisfactoryGoodSatisfactory-26856
December 199872.6FairGoodGoodSatisfactory-26856
December 199672.6FairGoodGoodSatisfactory-26856
December 199573.3FairGoodGoodSatisfactory-23166
December 199473.3FairGoodGoodSatisfactory-23166
December 199373.3FairGoodGoodSatisfactory-23166
September 199273.3FairGoodGoodSatisfactory-23166
December 199174.7GoodGoodGoodGood-19400