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SR 315 over OVER OLENTANGY RIVER ROA

Map

Coordinates:
+39.99780, -83.02615
39°59'52" N, 83°01'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 315 over OVER OLENTANGY RIVER ROA
Structure number:2515458
Location:3.65 MI N OF I70
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:40.0 ft. [12.2 m]
Total length:105.6 ft. [32.2 m]
Roadway width between curbs:102.4 ft. [31.2 m]
Deck width edge-to-edge:105.3 ft. [32.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:102,217 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:88.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood10221788.2
September 2016GoodGoodGoodGood10221788.2
November 2015GoodGoodGoodGood8687589.7
October 2014GoodVery GoodVery GoodVery Good8687589.7
October 2013GoodVery GoodVery GoodVery Good8687589.7
September 2012GoodExcellentVery GoodVery Good8687589.7
November 2011GoodVery GoodVery GoodVery Good8687589.7
October 2010GoodVery GoodVery GoodVery Good10209088.2
November 2009FairGoodGoodSatisfactory10065082.7
October 2008FairGoodGoodSatisfactory10065082.7
November 2007FairGoodGoodSatisfactory10065082.7
March 2006FairSatisfactoryGoodSatisfactory9651983.1
December 2004FairSatisfactoryGoodSatisfactory9651983.1
December 2003FairGoodGoodSatisfactory11404081.4
October 2002FairGoodGoodSatisfactory9089083.7
November 1999FairGoodGoodSatisfactory9089083.7
October 1998FairGoodGoodSatisfactory9089083.7
August 1996FairSatisfactorySatisfactorySatisfactory10446082.3
November 1995FairSatisfactorySatisfactorySatisfactory10446084.5
October 1994FairSatisfactorySatisfactorySatisfactory10446084.5
August 1993FairFairSatisfactorySatisfactory10446083.4
August 1992PoorPoorSatisfactoryFair10446068.6
August 1991FairFairGoodSatisfactory10446083.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.214214000
Reinforced Concrete Pier Caplinear ft.214214000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.212212000
Deck
Reinforced Concrete Slabsq. ft.11,11910,69642300
Wearing Surfacessq. ft.10,80510,803200