+39.91972, -82.93139
39°55'11" N, 82°55'53" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:2508923
Location:0.69 MI W OF US 33
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:108.9 ft. [33.2 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:77.1 ft. [23.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:15,845 [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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:88.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201688.5GoodVery GoodVery GoodVery GoodFO15845
August 201588.3GoodVery GoodVery GoodVery GoodFO16900
August 201488.3GoodVery GoodVery GoodVery GoodFO16900
June 201388.3GoodVery GoodVery GoodVery GoodFO16900
August 201288.3GoodVery GoodVery GoodGoodFO16900
August 201188.3Good-Very GoodVery GoodFO16900
October 201088.3GoodVery GoodVery GoodVery GoodFO16900
September 200988.3GoodGoodVery GoodVery GoodFO16900
April 200888.3GoodGoodExcellentVery GoodFO16900
September 200788.3GoodGoodExcellentVery GoodFO16900
July 200688.3GoodGoodExcellentVery GoodFO16900
October 200588.3GoodVery GoodExcellentVery GoodFO16900
September 200488.3GoodVery GoodExcellentVery GoodFO16900
September 200388.3GoodVery GoodVery GoodGoodFO16900
September 200289.8GoodVery GoodVery GoodGoodFO7600
July 200089.8GoodVery GoodVery GoodGoodFO7600
July 199889.8GoodVery GoodVery GoodVery GoodFO7600
August 199789.8GoodVery GoodVery GoodVery GoodFO7600
June 199693.9GoodVery GoodVery GoodVery Good-7600
September 199591.8GoodVery GoodVery GoodVery Good-7600
August 199491.8GoodVery GoodVery GoodVery Good-7600
June 199291.8GoodVery GoodVery GoodVery Good-7600
June 199191.8GoodVery GoodVery GoodVery Good-7600