+40.05167, -83.03167
40°03'06" N, 83°01'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:2534282
Location:0.2 MI E.OF OLENT.RIV.RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:80.1 ft. [24.4 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1976
Year reconstructed:2009
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,548 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:92.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201692.7GoodGoodGoodVery Good-26548
October 201589.9GoodGoodGoodVery Good-38509
December 201489.9GoodGoodGoodVery Good-38509
December 201389.9GoodGoodGoodVery Good-38509
December 201289.9GoodGoodGoodVery Good-38509
January 201289.9GoodVery GoodGoodVery Good-38509
December 201088.9GoodVery GoodGoodVery Good-38509
December 200988.9GoodVery GoodGoodVery Good-38509
October 200883.3FairGoodSatisfactoryGood-38509
September 200783.3FairGoodSatisfactoryGood-38509
November 200683.3GoodGoodGoodGood-38509
September 200583.3GoodGoodGoodGood-38509
September 200483.3GoodGoodGoodGood-38509
September 200383.3GoodGoodGoodGood-38509
September 200283.3GoodGoodGoodGood-38509
November 200183.3FairSatisfactoryGoodGood-38509
October 200083.3FairSatisfactoryGoodGood-38509
November 199983.3GoodGoodGoodGood-38509
December 199883.3GoodGoodGoodGood-38509
December 199683.3GoodGoodGoodGood-38509
November 199584.7GoodGoodGoodGood-34215
November 199484.7GoodGoodGoodGood-34215
December 199384.7GoodGoodGoodGood-34215
December 199285.6GoodGoodGoodGood-30400
December 199185.6GoodGoodGoodGood-30400