I.R. 270 over ALUM CREEK


+39.88732, -82.91265
39°53'14" N, 82°54'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I.R. 270 over ALUM CREEK
Structure number:2514044
Location:2.72 MI S OF SR317
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:48,266 [as of 2015]
Truck traffic:13% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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: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 assessed or calculated scour condition. [5]
Sufficiency rating:87.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodVery GoodVery Good4826687.1
September 2016FairVery GoodSatisfactoryVery Good4826687.1
September 2015FairVery GoodSatisfactoryVery Good3079588.9
September 2014FairVery GoodSatisfactoryVery Good3079588.9
July 2013FairVery GoodSatisfactoryVery Good3079588.9
September 2012FairVery GoodSatisfactoryVery Good3079588.9
August 2011FairGoodSatisfactoryGood3079588.9
October 2010FairGoodSatisfactoryGood3239088.7
November 2009GoodGoodGoodGood3239088.7
November 2008FairGoodGoodSatisfactory3239088.7
October 2007GoodGoodGoodGood3239088.7
January 2006GoodGoodGoodGood2980089.0
November 2004GoodGoodGoodGood3072088.9
November 2003GoodGoodGoodGood3072088.9
October 2002GoodGoodGoodGood2155589.8
October 1999GoodGoodGoodGood2155589.8
September 1998GoodGoodGoodGood2155589.8
August 1996GoodGoodGoodGood3255088.7
November 1995FairGoodGoodSatisfactory3255089.4
October 1994FairGoodGoodSatisfactory3255089.4
August 1992FairGoodGoodSatisfactory3255089.4
July 1991FairGoodGoodSatisfactory3255089.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,4841,28420000
Reinforced Concrete Decksq. ft.11,45311,453000
Wearing Surfacessq. ft.10,81210,812000
Reinforced Concrete Pier Walllinear ft.6060000
Reinforced Concrete Abutmentlinear ft.108108000
Reinforced Concrete Pier Caplinear ft.108108000
Movable Bearingeach2828000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.424424000