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I670 RAMP SC over 670 RAMP SC OVER SCIOTO

Map

Coordinates:
+39.96598, -83.02699
39°57'58" N, 83°01'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I670 RAMP SC over 670 RAMP SC OVER SCIOTO
Structure number:2505843
Location:US33 TO I-670 WB RAMP
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:390.1 ft. [118.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:20°
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:4
Main spans material:Steel continuous [4]
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: November 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:Very Good [8 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:84.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodExcellentExcellent3595084.0
November 2016GoodVery GoodExcellentExcellent3595084.0
November 2015GoodVery GoodExcellentExcellent3595084.0
October 2014GoodVery GoodExcellentExcellent3595084.0
September 2013GoodVery GoodExcellentExcellent3595084.0
November 2012GoodVery GoodExcellentExcellent3595084.0
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
Steel Girder/Beamlinear ft.1,9521,952000
Deck
Reinforced Concrete Decksq. ft.16,45816,458000
Substructure
Reinforced Concrete Pier Walllinear ft.6060000
Reinforced Concrete Abutmentlinear ft.9090000
Reinforced Concrete Pier Caplinear ft.135135000
Joints
Strip Seal Jointlinear ft.8585000
Bearings
Elastomeric Bearingeach2525000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.78136142000