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SR 315 over OVER WEST THIRD AVENUE

Map

Coordinates:
+39.98386, -83.02218
39°59'02" N, 83°01'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 315 over OVER WEST THIRD AVENUE
Structure number:2515334
Location:2.62 MI N OF I70
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:89.9 ft. [27.4 m]
Total length:220.5 ft. [67.2 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:34,982 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good3498294.6
September 2016GoodVery GoodVery GoodVery Good3498294.6
November 2015GoodVery GoodVery GoodVery Good4845593.4
October 2014GoodVery GoodVery GoodVery Good4845593.4
September 2013GoodVery GoodVery GoodVery Good4845593.4
September 2012GoodVery GoodVery GoodVery Good4845593.4
November 2011GoodVery GoodVery GoodVery Good4845593.4
October 2010GoodVery GoodVery GoodVery Good5599092.6
November 2009FairGoodFairFair5410079.9
October 2008PoorGoodFairPoor5410062.2
November 2007PoorGoodSatisfactoryPoor5410062.2
March 2006FairGoodSatisfactorySatisfactory4498592.6
January 2005FairGoodSatisfactorySatisfactory4498592.6
December 2003FairGoodSatisfactorySatisfactory4240092.9
October 2002FairGoodSatisfactorySatisfactory3845093.3
November 1999FairGoodSatisfactorySatisfactory3845093.3
October 1998FairGoodSatisfactorySatisfactory3845093.3
August 1996FairGoodSatisfactorySatisfactory8064089.2
November 1995FairGoodSatisfactorySatisfactory8064091.8
October 1994FairGoodSatisfactorySatisfactory8064091.8
August 1993FairGoodSatisfactoryGood8064091.8
August 1992FairGoodSatisfactorySatisfactory8064091.8
August 1991FairGoodSatisfactorySatisfactory8064091.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5441,544000
Steel Protective Coatingsq. ft.16,30716,307000
Deck
Reinforced Concrete Decksq. ft.11,90711,907000
Wearing Surfacessq. ft.11,24611,246000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.109107020
Reinforced Concrete Pier Caplinear ft.109109000
Joints
Strip Seal Jointlinear ft.108108000
Bearings
Movable Bearingeach2828000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.441441000