I-270 over RAYMOND RUN


+39.99556, -83.11833
39°59'44" N, 83°07'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-270 over RAYMOND RUN
Structure number:2509601
Location:1.34 MI N OF I-70
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:21.0 ft. [6.4 m]
Total length:23.3 ft. [7.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:53,633 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:85.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201685.5GoodGoodGoodGood-53633
September 201585.1GoodGoodGoodGood-57960
August 201485.1FairGoodSatisfactorySatisfactory-57960
July 201385.1FairGoodSatisfactorySatisfactory-57960
July 201285.1FairSatisfactorySatisfactorySatisfactory-57960
October 201185.1FairSatisfactorySatisfactorySatisfactory-57960
September 201084.9FairSatisfactorySatisfactorySatisfactory-60180
October 200984.9FairSatisfactorySatisfactorySatisfactory-60180
November 200884.9FairSatisfactoryGoodSatisfactory-60180
October 200784.9FairSatisfactoryGoodSatisfactory-60180
October 200684.9FairSatisfactoryGoodSatisfactory-59725
November 200584.9GoodGoodGoodGood-59725
October 200484.9GoodGoodGoodGood-59725
October 200385.0GoodGoodGoodGood-58540
September 200287.2GoodGoodGoodGood-37730
August 200087.1GoodGoodGoodGood-37730
September 199987.1GoodGoodGoodGood-37730
August 199887.1GoodGoodGoodGood-37730
July 199685.0GoodGoodGoodGood-58730
October 199587.3GoodGoodGoodGood-58730
September 199487.3FairGoodGoodSatisfactory-58730
July 199387.3FairSatisfactoryGoodSatisfactory-58730
July 199287.3FairSatisfactoryGoodSatisfactory-58730
July 199187.3FairSatisfactoryGoodSatisfactory-58730

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Abutmentlinear ft.117774000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4747000
Reinforced Concrete Slabsq. ft.1,3131,2734000
Wearing Surfacessq. ft.1,1631,163000