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I-70 over OVER ALUM CREEK

Map

Coordinates:
+39.93261, -82.93219
39°55'57" N, 82°55'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 over OVER ALUM CREEK
Structure number:2505223
Location:0.23 MI W OF COLLEGE AVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:293.6 ft. [89.5 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1966
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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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 2016GoodExcellentExcellentExcellent5570592.8
June 2015GoodExcellentExcellentExcellent6040092.3
July 2014GoodExcellentExcellentExcellent6040092.3
May 2013GoodExcellentExcellentExcellent6040092.3
April 2012GoodExcellentExcellentExcellent6040092.3
June 2011GoodExcellentExcellentExcellent6040092.3
June 2010GoodExcellentExcellentExcellent6241592.2
September 2009GoodExcellentExcellentExcellent6241592.2
November 2008GoodExcellentExcellentExcellent6241592.2
October 2007GoodExcellentExcellentExcellent6241592.2
February 2006GoodExcellentExcellentExcellent5818592.6
August 2003GoodExcellentExcellentExcellent6017092.4
September 2002GoodExcellentExcellentExcellent6017092.4
December 1999FairSatisfactorySatisfactorySatisfactory5392084.6
December 1998FairSatisfactorySatisfactorySatisfactory5392084.6
June 1996FairSatisfactoryGoodSatisfactory5641084.3
September 1995FairSatisfactoryGoodSatisfactory5641085.4
August 1994FairSatisfactoryGoodSatisfactory5641085.4
June 1993FairSatisfactoryGoodSatisfactory5641085.4
June 1992PoorPoorFairSatisfactory5641070.5
May 1991PoorPoorFairSatisfactory5641070.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3492,349000
Steel Protective Coatingsq. ft.25,85525,855000
Deck
Reinforced Concrete Decksq. ft.17,91117,911000
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Pier Walllinear ft.116116000
Reinforced Concrete Abutmentlinear ft.153153000
Reinforced Concrete Pier Caplinear ft.459459000
Joints
Strip Seal Jointlinear ft.153153000
Bearings
Movable Bearingeach4036040
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.58846212600