+39.93283, -82.93222
39°55'58" N, 82°55'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 over OVER ALUM CREEK
Structure number:2505258
Location:0.23 MI W OF COLLEGE AVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.4 ft. [24.5 m]
Total length:294.0 ft. [89.6 m]
Roadway width between curbs:64.6 ft. [19.7 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2003
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:55,705 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:92.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodExcellentExcellent5570592.8
May 2016GoodVery GoodExcellentExcellent5570592.8
June 2015GoodVery GoodExcellentExcellent6040092.3
July 2014GoodVery GoodExcellentExcellent6040092.3
May 2013GoodVery GoodExcellentExcellent6040092.3
April 2012GoodVery GoodExcellentExcellent6040092.3
June 2011GoodVery GoodExcellentExcellent6040092.3
June 2010GoodVery GoodExcellentExcellent6241592.2
September 2009GoodExcellentExcellentExcellent6241592.2
November 2008GoodExcellentExcellentExcellent6241592.2
October 2007GoodExcellentExcellentExcellent6241592.2
February 2006GoodExcellentExcellentExcellent5818592.6
August 2003GoodExcellentExcellentExcellent6017092.4
September 2002GoodExcellentExcellentExcellent6017092.4
December 1999FairGoodGoodSatisfactory5392090.9
December 1998FairGoodGoodSatisfactory5392090.9
June 1996FairGoodGoodSatisfactory5641090.7
September 1995FairGoodGoodSatisfactory5641091.8
August 1994FairSatisfactoryGoodSatisfactory5641091.8
June 1993FairSatisfactoryGoodGood5641091.8
June 1992PoorPoorFairGood5641076.9
May 1991PoorPoorFairGood5641076.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,6462,641500
Steel Protective Coatingsq. ft.28,78328,783000
Reinforced Concrete Decksq. ft.20,28120,281000
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.144144000
Reinforced Concrete Abutmentlinear ft.173173000
Reinforced Concrete Pier Caplinear ft.519519000
Strip Seal Jointlinear ft.173173000
Movable Bearingeach5252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.58845613200