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I-70 over MASON RUN

Map

Coordinates:
+39.93361, -82.89917
39°56'01" N, 82°53'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 over MASON RUN
Structure number:2505401
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: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]
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
July 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 200085.6GoodGoodGoodGood-43815
December 199985.6GoodGoodGoodGood-43815
December 199885.6GoodGoodVery GoodGood-43815
June 199685.5GoodGoodVery GoodGood-44952
September 199586.4GoodGoodVery GoodGood-44952
August 199486.4GoodGoodVery GoodGood-44952
June 199386.4GoodGoodVery GoodVery Good-44952
June 199285.3FairFairVery GoodVery Good-44952
May 199186.4FairSatisfactoryVery GoodVery Good-44952

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach2222000
Reinforced Concrete Abutmentlinear ft.126126000
Reinforced Concrete Pier Caplinear ft.126126000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.131131000
Deck
Reinforced Concrete Slabsq. ft.4,1234,123000