+39.93608, -83.12319
39°56'10" N, 83°07'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-270 over SCIOTO BIG RUN
Structure number:2512483
Location:3.76 MIN OF US62
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:33.1 ft. [10.1 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1968
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:Concrete continuous [2]
Main spans design:Slab [01]
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: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30,828 [as of 2015]
Truck traffic:28% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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: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]
Sufficiency rating:88.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodExcellentExcellentExcellent3082888.9
August 2016GoodExcellentExcellentExcellent3082888.9
September 2015GoodExcellentExcellentExcellent3560088.4
August 2014GoodExcellentExcellentExcellent3560088.4
July 2013FairGoodGoodSatisfactory3560088.4
July 2012FairGoodGoodSatisfactory3560088.4
September 2011FairGoodGoodSatisfactory3560088.4
August 2010FairGoodGoodSatisfactory4006588.0
October 2009FairGoodGoodSatisfactory4006588.0
November 2008FairGoodGoodSatisfactory4006587.7
October 2007FairGoodGoodSatisfactory4006587.7
September 2006FairSatisfactoryGoodSatisfactory3694088.0
November 2005FairSatisfactoryGoodSatisfactory3694088.0
October 2004FairSatisfactoryGoodGood3683088.0
October 2003FairSatisfactoryGoodGood3683088.0
September 2002FairSatisfactoryGoodGood2344589.4
August 2000FairSatisfactoryGoodGood2344589.3
September 1999FairSatisfactoryVery GoodGood2344589.3
August 1998GoodGoodVery GoodGood2344589.3
July 1996GoodGoodVery GoodGood2958088.7
October 1995GoodVery GoodVery GoodGood2958089.3
September 1994GoodVery GoodVery GoodGood2958089.3
July 1993GoodVery GoodVery GoodGood2958089.3
July 1992GoodVery GoodVery GoodGood2958089.3
July 1991GoodVery GoodVery GoodGood2958089.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.122923000
Steel Pileeach2424000
Reinforced Concrete Pier Caplinear ft.122122000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.172172000
Reinforced Concrete Slabsq. ft.4,7454,63511000