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I-670 RAMP SB over 670 RAMP B OVER SCIOTO R

Map

Coordinates:
+39.96806, -83.04361
39°58'05" N, 83°02'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-670 RAMP SB over 670 RAMP B OVER SCIOTO R
Structure number:2505770
Location:EAST OF GRANDIEW AVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:113.9 ft. [34.7 m]
Total length:335.6 ft. [102.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:35,950 [as of 2003]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201684.0GoodExcellentExcellentExcellent-35950
November 201584.0GoodExcellentExcellentExcellent-35950
October 201484.0GoodExcellentExcellentExcellent-35950
August 201384.0GoodExcellentExcellentExcellent-35950
November 201284.0GoodExcellentExcellentExcellent-35950
October 201184.0GoodExcellentExcellentExcellent-35950
June 201084.0GoodExcellentExcellentExcellent-35950
August 200984.0GoodExcellentExcellentExcellent-35950
November 200884.0GoodExcellentExcellentExcellent-35950
November 200784.0GoodExcellentExcellentExcellent-35950
March 200625.0GoodExcellentExcellentExcellent-35950
November 200425.0GoodExcellentExcellentExcellent-35950
November 200225.0GoodExcellentExcellentExcellent-18070

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0071,007000
Deck
Reinforced Concrete Decksq. ft.10,12110,121000
Substructure
Reinforced Concrete Pier Walllinear ft.2525000
Reinforced Concrete Abutmentlinear ft.6262000
Reinforced Concrete Pier Caplinear ft.6262000
Bearings
Elastomeric Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.671671000