U.S.R. 33 over OVER SR245


+40.23875, -83.40948
40°14'19" N, 83°24'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S.R. 33 over OVER SR245
Structure number:8001065
Location:7.05 MI N OF SR739
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:53.5 ft. [16.3 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,856 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:86.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodFairVery Good1485686.6
March 2017GoodGoodGoodVery Good1485697.9
March 2016GoodGoodGoodVery Good1485697.9
March 2015GoodGoodGoodVery Good1152098.4
June 2014FairSatisfactorySatisfactoryVery Good1152098.4
February 2013FairSatisfactorySatisfactoryVery Good1152098.4
March 2012FairSatisfactorySatisfactoryVery Good1199596.3
March 2011FairSatisfactorySatisfactoryVery Good1199596.3
March 2010FairSatisfactorySatisfactoryVery Good1199596.3
March 2009FairSatisfactorySatisfactoryVery Good1199596.3
June 2008FairSatisfactorySatisfactoryVery Good1235096.3
October 2007GoodGoodGoodVery Good1235096.3
July 2006GoodGoodGoodVery Good1235096.3
May 2005GoodGoodGoodVery Good1235096.3
April 2004GoodGoodGoodVery Good1200596.3
April 2003GoodGoodGoodVery Good1167096.4
April 2002GoodGoodVery GoodVery Good1167096.4
March 2000GoodVery GoodVery GoodExcellent1167098.4
March 1999GoodVery GoodVery GoodExcellent818098.8
April 1998GoodVery GoodVery GoodExcellent818098.8
February 1996GoodVery GoodExcellentExcellent818098.8
March 1994GoodVery GoodExcellentExcellent601599.1
February 1993GoodGoodGoodVery Good601599.1
March 1992GoodVery GoodVery GoodVery Good601599.1
March 1991GoodVery GoodVery GoodVery Good601599.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1,5211,346100750
Prestressed Concrete Top Flangesq. ft.5,3692,5692,7001000
Wearing Surfacessq. ft.5,3692,5692,7001000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.97772000
Reinforced Concrete Pier Caplinear ft.97811600
Compression Jointlinear ft.8478600
Elastomeric Bearingeach132132000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2772522500