+40.03000, -83.09667
40°01'48" N, 83°05'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:2534991
Location:JUST WEST OF U.S. 33
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:210.0 ft. [64.0 m]
Total length:699.2 ft. [213.1 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1988
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,841 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:77.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201677.5FairSatisfactoryVery GoodVery Good-11841
September 201592.6FairSatisfactoryVery GoodVery Good-19757
May 201492.6FairSatisfactoryVery GoodVery Good-19757
November 201392.6FairSatisfactoryVery GoodVery Good-19757
May 201292.6FairSatisfactoryVery GoodVery Good-19757
November 201192.6FairSatisfactoryVery GoodVery Good-19757
September 201092.6FairSatisfactoryVery GoodVery Good-19757
May 200992.6FairSatisfactoryVery GoodVery Good-19757
May 200892.6FairSatisfactoryVery GoodVery Good-19757
December 200792.6GoodVery GoodVery GoodVery Good-19757
January 200792.6GoodVery GoodVery GoodVery Good-19757
October 200592.6GoodVery GoodVery GoodVery Good-19757
September 200492.6GoodVery GoodVery GoodVery Good-19757
October 200392.6GoodGoodVery GoodVery Good-19757
October 200292.6GoodGoodVery GoodVery Good-19757
November 200192.6GoodGoodVery GoodVery Good-19757
October 200092.6GoodGoodVery GoodVery Good-19757
November 199992.6GoodGoodVery GoodVery Good-19757
September 199892.6GoodGoodVery GoodVery Good-19757
December 199692.6GoodGoodVery GoodVery Good-19757
December 199593.6GoodGoodVery GoodVery Good-17042
December 199493.6GoodGoodVery GoodVery Good-17042
December 199393.6GoodGoodVery GoodVery Good-17042
September 199294.5GoodGoodVery GoodVery Good-14700
December 199194.5Good-Very GoodVery Good-14700