+40.03306, -82.90306
40°01'59" N, 82°54'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:2512025
Location:03.43 MI S.OF SR161
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:143.1 ft. [43.6 m]
Total length:275.9 ft. [84.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1997
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: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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,726 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:72.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201672.0GoodVery GoodExcellentVery Good-9726
September 201572.0GoodVery GoodExcellentVery Good-6500
September 201472.0GoodVery GoodExcellentVery Good-6500
July 201372.0GoodVery GoodExcellentVery Good-6500
August 201272.0GoodVery GoodExcellentVery Good-6500
August 201172.0GoodVery GoodExcellentVery Good-6500
October 201072.0GoodVery GoodExcellentVery Good-6500
October 200972.0GoodVery GoodExcellentVery Good-6500
October 200872.0GoodVery GoodExcellentVery Good-6500
October 200769.0GoodVery GoodExcellentVery GoodFO6500
November 200669.0GoodVery GoodExcellentVery GoodFO6500
December 200569.0GoodExcellentExcellentExcellentFO6500
November 200469.0GoodExcellentExcellentExcellentFO6500
November 200369.0GoodExcellentExcellentExcellent-6500
September 200283.0GoodExcellentExcellentExcellent-100
October 199987.0GoodExcellentExcellentExcellent-100
September 199887.0GoodExcellentExcellentExcellent-100
January 199788.0GoodExcellentExcellentExcellent--