I-70 over MASON RUN


+39.93378, -82.89937
39°56'02" N, 82°53'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 over MASON RUN
Structure number:2505371
Location:0.89 MI E OF JAMES RD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:24.9 ft. [7.6 m]
Total length:65.3 ft. [19.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Owner:State Highway Agency [01]
Year built:1967
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: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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:45,455 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:93.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodVery GoodGood4545593.7
June 2016GoodVery GoodVery GoodVery Good4545593.7
June 2015GoodVery GoodVery GoodVery Good4680993.6
May 2014GoodVery GoodVery GoodVery Good4680993.6
May 2013GoodVery GoodVery GoodVery Good4680993.6
April 2012GoodVery GoodVery GoodVery Good4680993.6
June 2011GoodVery GoodVery GoodVery Good4680993.6
June 2010GoodExcellentExcellentExcellent4906993.4
September 2009GoodExcellentExcellentExcellent4906993.4
August 2008GoodExcellentExcellentExcellent4906993.4
September 2007GoodExcellentExcellentExcellent4906993.4
February 2006GoodExcellentExcellentExcellent4817793.5
March 2005GoodExcellentExcellentExcellent4712093.6
August 2003GoodExcellentExcellentExcellent4712093.6
September 2002GoodExcellentExcellentExcellent4381593.9
June 2000FairGoodGoodSatisfactory4381585.6
December 1999FairGoodGoodSatisfactory4381585.6
June 1997FairGoodGoodSatisfactory4381585.6
June 1996GoodGoodGoodGood4495285.5
September 1995GoodGoodGoodGood4495286.4
August 1994FairSatisfactorySatisfactoryGood4495286.4
June 1993FairSatisfactorySatisfactoryGood4495286.4
June 1992FairSatisfactoryGoodVery Good4495286.4
May 1991FairSatisfactoryGoodVery Good4495286.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Columneach2222000
Reinforced Concrete Abutmentlinear ft.126636300
Reinforced Concrete Pier Caplinear ft.126126000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.131815000
Reinforced Concrete Slabsq. ft.4,1124,01210000