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

Map

Coordinates:
+39.96886, -83.04339
39°58'08" N, 83°02'36" 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 2017

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]
Sufficiency rating:84.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodExcellentExcellentExcellent3595084.0
October 2016GoodExcellentExcellentExcellent3595084.0
November 2015GoodExcellentExcellentExcellent3595084.0
October 2014GoodExcellentExcellentExcellent3595084.0
August 2013GoodExcellentExcellentExcellent3595084.0
November 2012GoodExcellentExcellentExcellent3595084.0
October 2011GoodExcellentExcellentExcellent3595084.0
June 2010GoodExcellentExcellentExcellent3595084.0
August 2009GoodExcellentExcellentExcellent3595084.0
November 2008GoodExcellentExcellentExcellent3595084.0
November 2007GoodExcellentExcellentExcellent3595084.0
March 2006GoodExcellentExcellentExcellent3595025.0
November 2004GoodExcellentExcellentExcellent3595025.0
November 2002GoodExcellentExcellentExcellent1807025.0

Element Data

Source: National Bridge Elements dataset, 2018 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 Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6715918000