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I-70 over MASON RUN

Map 

Coordinates:
+39.93361, -82.89917
39°56'01" N, 82°53'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: June 2016 

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:Very Good [8 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: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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201693.7GoodVery GoodVery GoodVery Good-45455
June 201593.6GoodVery GoodVery GoodVery Good-46809
May 201493.6GoodVery GoodVery GoodVery Good-46809
May 201393.6GoodVery GoodVery GoodVery Good-46809
April 201293.6GoodVery GoodVery GoodVery Good-46809
June 201193.6GoodVery GoodVery GoodVery Good-46809
June 201093.4GoodExcellentExcellentExcellent-49069
September 200993.4GoodExcellentExcellentExcellent-49069
August 200893.4GoodExcellentExcellentExcellent-49069
September 200793.4GoodExcellentExcellentExcellent-49069
February 200693.5GoodExcellentExcellentExcellent-48177
March 200593.6GoodExcellentExcellentExcellent-47120
August 200393.6GoodExcellentExcellentExcellent-47120
September 200293.9GoodExcellentExcellentExcellent-43815
June 200085.6FairGoodGoodSatisfactory-43815
December 199985.6FairGoodGoodSatisfactory-43815
June 199785.6FairGoodGoodSatisfactory-43815
June 199685.5GoodGoodGoodGood-44952
September 199586.4GoodGoodGoodGood-44952
August 199486.4FairSatisfactorySatisfactoryGood-44952
June 199386.4FairSatisfactorySatisfactoryGood-44952
June 199286.4FairSatisfactoryGoodVery Good-44952
May 199186.4FairSatisfactoryGoodVery Good-44952