+39.91574, -83.06545
39°54'57" N, 83°03'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 62 over SCIOTO BIG RUN
Structure number:2503077
Location:1 MI N OF SR 270
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,723 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:97.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodGoodSatisfactory1872397.9
July 2016FairGoodGoodSatisfactory1872397.9
June 2015FairGoodGoodSatisfactory1715098.1
June 2014FairGoodGoodSatisfactory1715098.1
April 2013FairGoodGoodSatisfactory1715098.1
May 2012FairGoodGoodSatisfactory1715096.1
June 2011FairGoodGoodSatisfactory1715096.1
July 2010FairGoodGoodSatisfactory1840095.9
August 2009FairGoodGoodSatisfactory1840096.0
March 2008FairSatisfactorySatisfactorySatisfactory1840096.0
August 2007FairSatisfactorySatisfactorySatisfactory1840096.0
June 2006FairSatisfactorySatisfactorySatisfactory1810096.0
October 2005FairGoodGoodSatisfactory1810096.0
August 2004GoodGoodGoodGood1810096.0
June 2003GoodGoodGoodGood1810096.0
June 2002GoodGoodGoodGood1720096.1
May 2000GoodVery GoodVery GoodGood1720098.1
June 1999FairVery GoodVery GoodSatisfactory1720098.1
May 1998GoodVery GoodVery GoodGood1720098.1
June 1997GoodVery GoodVery GoodGood1720098.1
April 1996GoodVery GoodVery GoodGood1517098.3
June 1995FairGoodVery GoodSatisfactory1517098.6
June 1994FairGoodVery GoodSatisfactory1517098.6
April 1993FairGoodVery GoodSatisfactory1517098.6
April 1992FairGoodVery GoodSatisfactory1517098.6
April 1991FairGoodVery GoodSatisfactory1517098.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.6896791000
Prestressed Concrete Top Flangesq. ft.2,7561,7561,00000
Wearing Surfacessq. ft.2,7561,7561,00000
Reinforced Concrete Abutmentlinear ft.104446000
Pourable Jointlinear ft.104644000
Elastomeric Bearingeach5252000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.106106000