I-70 EB over OVER RAMPS TO 70E & 270S


+39.97639, -83.12139
39°58'35" N, 83°07'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 EB over OVER RAMPS TO 70E & 270S
Structure number:2504146
Location:0.12 MI W. OF I-270
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:49.9 ft. [15.2 m]
Total length:179.1 ft. [54.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1970
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:60,550 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201683.7FairGoodVery GoodSatisfactory-60550
May 201585.3FairGoodVery GoodSatisfactory-45595
May 201485.3FairGoodVery GoodSatisfactory-45595
April 201385.3FairGoodGoodSatisfactory-45595
April 201285.3FairGoodGoodSatisfactory-45595
June 201185.3FairGoodGoodSatisfactory-45595
May 201085.0FairGoodGoodSatisfactory-48760
August 200985.0FairGoodGoodSatisfactory-48760
August 200880.6FairGoodVery GoodSatisfactory-48760
August 200780.6FairGoodVery GoodSatisfactory-48760
August 200680.7FairSatisfactoryVery GoodSatisfactory-48010
October 200580.7FairSatisfactoryVery GoodSatisfactory-48010
February 200580.7FairSatisfactoryVery GoodGood-48010
August 200381.1FairSatisfactoryVery GoodGood-43985
August 200282.1FairSatisfactoryVery GoodGood-35175
June 200083.1GoodVery GoodVery GoodGood-35175
July 199983.1GoodVery GoodVery GoodGood-35175
June 199884.2GoodVery GoodVery GoodGood-35175
June 199784.2GoodVery GoodVery GoodGood-35175
June 199685.5GoodVery GoodVery GoodGood-22710
July 199587.0GoodVery GoodVery GoodGood-22710
June 199487.0GoodVery GoodVery GoodGood-22710
June 199387.0GoodVery GoodGoodGood-22710
May 199287.0FairVery GoodGoodSatisfactory-22710
April 199187.0FairVery GoodGoodSatisfactory-22710

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.109743500
Reinforced Concrete Pier Caplinear ft.163163000
Assembly without Seal Jointlinear ft.108000108
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.358358000
Reinforced Concrete Slabsq. ft.9,6669,666000
Wearing Surfacessq. ft.9,3089,2585000