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:2509571
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:Latex Concrete or similar additive [3]

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:Very Good [8 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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
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 201685.5GoodGoodVery GoodGood-53633
September 201585.1GoodGoodVery GoodGood-57960
August 201485.1FairGoodVery GoodSatisfactory-57960
July 201385.1FairGoodVery GoodSatisfactory-57960
July 201285.1FairGoodVery GoodSatisfactory-57960
October 201185.1FairGoodVery GoodSatisfactory-57960
September 201084.9FairGoodVery GoodSatisfactory-60180
October 200984.9FairVery GoodVery GoodSatisfactory-60180
November 200884.9FairVery GoodVery GoodSatisfactory-60180
October 200784.9FairVery GoodVery GoodSatisfactory-60180
October 200684.9FairVery GoodVery GoodSatisfactory-59725
November 200584.9GoodVery GoodVery GoodGood-59725
October 200484.9GoodVery GoodVery GoodGood-59725
October 200385.0GoodVery GoodVery GoodGood-58540
September 200287.2GoodGoodVery GoodGood-37730
August 200087.1GoodGoodVery GoodGood-37730
September 199987.1GoodGoodVery GoodGood-37730
August 199887.1GoodGoodVery GoodGood-37730
July 199685.0GoodGoodVery GoodGood-58730
October 199587.3GoodGoodVery GoodGood-58730
September 199487.3FairGoodVery GoodSatisfactory-58730
July 199386.2FairFairVery GoodSatisfactory-58730
July 199286.2FairFairVery GoodSatisfactory-58730
July 199186.2FairFairVery GoodSatisfactory-58730

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Abutmentlinear ft.1171021500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4747000
Reinforced Concrete Slabsq. ft.1,3131,313000
Wearing Surfacessq. ft.1,1631,1234000