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SR 315 over OVER OLENTANGY R,5TH,KIN

Map

Coordinates:
+39.98614, -83.02288
39°59'10" N, 83°01'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 315 over OVER OLENTANGY R,5TH,KIN
Structure number:2515393
Location:2.78 MI N OF I 70
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:107.9 ft. [32.9 m]
Total length:1959.1 ft. [597.1 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:104.0 ft. [31.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1969
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:19
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:69,963 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:82.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairVery GoodGoodSatisfactory6996382.5
September 2016FairVery GoodGoodSatisfactory6996382.5
June 2015FairVery GoodGoodSatisfactory9691079.6
October 2014GoodVery GoodGoodGood9691083.1
September 2013GoodVery GoodGoodGood9691079.6
September 2012GoodVery GoodGoodGood9691079.6
November 2011GoodVery GoodGoodGood9691079.6
November 2010FairVery GoodSatisfactoryGood11823077.3
November 2009FairSatisfactorySatisfactoryFair10820065.4
July 2008FairSatisfactorySatisfactoryFair10820069.1
November 2007FairSatisfactorySatisfactoryFair10820069.1
August 2006FairSatisfactorySatisfactoryFair8997071.3
March 2006FairSatisfactorySatisfactoryFair8997071.3
January 2005FairSatisfactorySatisfactoryFair8997071.3
December 2003FairSatisfactorySatisfactorySatisfactory8480084.3
October 2002FairSatisfactorySatisfactorySatisfactory7690085.1
November 1999FairSatisfactorySatisfactorySatisfactory7690085.1
October 1998FairSatisfactoryGoodSatisfactory7690085.1
August 1996Fair-GoodSatisfactory8064084.8
November 1995FairSatisfactoryGoodSatisfactory8064084.2
October 1994FairFairGoodSatisfactory8064083.1
August 1993FairFairGoodSatisfactory8064083.1
August 1992FairFairGoodSatisfactory8064083.1
August 1991FairFairGoodSatisfactory8064083.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.522,116121,696400,0004200
Deck
Reinforced Concrete Decksq. ft.203,745190,7458,0003,0002,000
Wearing Surfacessq. ft.195,909105,72990,00050130
Superstructure
Steel Pin or Pin & Hangar Assemblyeach4242000
Substructure
Reinforced Concrete Columneach61415150
Reinforced Concrete Abutmentlinear ft.22519322100
Reinforced Concrete Pier Caplinear ft.2,0191,95233340
Joints
Strip Seal Jointlinear ft.520052000
Bearings
Movable Bearingeach420418200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,9192,9191,00000