+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 2015 

Status:Open, no restriction [A]
Average daily traffic:26,856 [as of 1997]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:73.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201573.6Not deficientGoodVery GoodGood26856
July 201473.6Not deficientGoodVery GoodGood26856
February 201473.6Not deficientGoodVery GoodGood26856
December 201273.6Not deficientGoodVery GoodGood26856
November 201173.6Not deficientGoodVery GoodGood26856
July 201073.6Not deficientGoodVery GoodGood26856
January 201073.6Not deficientVery GoodVery GoodVery Good26856
January 200973.6Not deficientVery GoodVery GoodVery Good26856
January 200873.6Not deficientVery GoodVery GoodVery Good26856
January 200773.6Not deficientVery GoodVery GoodVery Good26856
December 200573.6Not deficientVery GoodVery GoodVery Good26856
September 200473.6Not deficientVery GoodVery GoodVery Good26856
September 200373.6Not deficientVery GoodVery GoodGood26856
December 200273.6Not deficientExcellentVery GoodGood26856
November 200172.6Not deficientSatisfactoryGoodSatisfactory26856
November 200072.6Not deficientSatisfactoryGoodSatisfactory26856
November 199972.6Not deficientSatisfactoryGoodSatisfactory26856
December 199872.6Not deficientGoodGoodSatisfactory26856
December 199672.6Not deficientGoodGoodSatisfactory26856
December 199573.3Not deficientGoodGoodSatisfactory23166
December 199473.3Not deficientGoodGoodSatisfactory23166
December 199373.3Not deficientGoodGoodSatisfactory23166
September 199273.3Not deficientGoodGoodSatisfactory23166
December 199174.7Not deficientGoodGoodGood19400