+39.93624, -83.12350
39°56'10" N, 83°07'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-270 over SCIOTO BIG RUN
Structure number:2512513
Location:3.76 MI N 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]
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:Other [9]

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:Very Good [8 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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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 2017GoodExcellentExcellentVery Good3082888.9
August 2016GoodExcellentExcellentExcellent3082888.9
September 2015GoodExcellentExcellentExcellent3560088.4
August 2014GoodExcellentExcellentExcellent3560088.4
July 2013FairFairSatisfactorySatisfactory3560087.4
July 2012FairFairSatisfactorySatisfactory3560087.4
September 2011FairFairSatisfactorySatisfactory3560087.4
August 2010FairFairSatisfactorySatisfactory4006586.9
October 2009FairFairSatisfactorySatisfactory4006586.9
November 2008FairFairSatisfactorySatisfactory4006586.6
October 2007FairFairSatisfactorySatisfactory4006586.6
September 2006FairSatisfactorySatisfactorySatisfactory3694088.0
November 2005FairSatisfactorySatisfactorySatisfactory3694088.0
October 2004FairSatisfactoryGoodVery Good3683088.0
October 2003FairSatisfactoryGoodVery Good3683088.0
September 2002FairSatisfactoryVery GoodVery Good2344589.4
August 2000FairSatisfactoryVery GoodVery Good2344589.3
September 1999FairSatisfactoryVery GoodVery Good2344589.3
August 1998GoodGoodVery GoodVery Good2344589.3
July 1996GoodGoodVery GoodVery Good2958088.7
October 1995GoodVery GoodVery GoodVery Good2958090.4
September 1994GoodVery GoodVery GoodVery Good2958090.4
July 1993GoodVery GoodVery GoodVery Good2958090.4
July 1992GoodVery GoodVery GoodVery Good2958090.4
July 1991GoodVery GoodVery GoodVery Good2958090.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.122824000
Steel Pileeach2424000
Reinforced Concrete Pier Caplinear ft.122122000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.172172000
Reinforced Concrete Slabsq. ft.4,7454,6955000
Wearing Surfacessq. ft.4,4724,36211000