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670W TO 315S RAMP over 670W TO 315S OVR OLENTAN

Map

Coordinates:
+39.97009, -83.02088
39°58'12" N, 83°01'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:670W TO 315S RAMP over 670W TO 315S OVR OLENTAN
Structure number:2505983
Location:COLUMBUS
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:121.4 ft. [37.0 m]
Total length:832.4 ft. [253.7 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:41°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:8
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:45,981 [as of 2003]
Truck traffic:2% 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]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:85.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodExcellentExcellent4598185.0
November 2016GoodVery GoodExcellentExcellent4598185.0
November 2015GoodVery GoodExcellentExcellent4598185.0
October 2014GoodVery GoodExcellentExcellent4598185.0
September 2013GoodExcellentExcellentExcellent4598185.0
November 2012GoodExcellentExcellentExcellent4598185.0
October 2011GoodExcellentExcellentExcellent4598185.0
June 2010GoodExcellentExcellentExcellent4598185.0
August 2009GoodExcellentExcellentExcellent4598185.0
November 2008GoodExcellentExcellentExcellent4598185.0
November 2007GoodExcellentExcellentExcellent4598181.0
March 2006GoodExcellentExcellentExcellent4598185.0
December 2004GoodExcellentExcellentExcellent4598185.0
November 2002GoodExcellentExcellentExcellent858928.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,3293,329000
Deck
Reinforced Concrete Decksq. ft.26,49326,493000
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Pier Walllinear ft.3232000
Reinforced Concrete Abutmentlinear ft.8585000
Reinforced Concrete Pier Caplinear ft.159159000
Joints
Strip Seal Jointlinear ft.96663000
Bearings
Pot Bearingeach3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6651,665000