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SR 315 over OVER WOODY HAYES DRIVE

Map

Coordinates:
+40.00382, -83.03052
40°00'14" N, 83°01'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 315 over OVER WOODY HAYES DRIVE
Structure number:2515512
Location:4.15 MI N OF I70
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:42.7 ft. [13.0 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:157.5 ft. [48.0 m]
Deck width edge-to-edge:160.4 ft. [48.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:15°
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 / HS 20 [5]
Number of main spans:4
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:125,969 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:85.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodVery Good12596985.9
September 2016GoodGoodGoodVery Good12596985.9
November 2015GoodGoodGoodVery Good9949088.5
October 2014GoodVery GoodVery GoodExcellent9949088.5
October 2013GoodVery GoodVery GoodExcellent9949088.5
September 2012GoodVery GoodVery GoodExcellent9949088.5
November 2011GoodVery GoodVery GoodExcellent9949088.5
October 2010GoodVery GoodVery GoodExcellent12653085.9
October 2009FairGoodGoodFair11607074.2
October 2008FairGoodGoodFair11607074.2
November 2007FairGoodGoodFair11607074.2
March 2006FairGoodGoodFair11540074.2
December 2004FairGoodGoodFair11540074.2
December 2003FairGoodGoodFair11404074.4
October 2002FairGoodGoodFair10361075.5
November 1999FairGoodGoodFair10361075.5
October 1998FairGoodGoodFair10361075.5
August 1996PoorGoodGoodPoor10446056.1
November 1995PoorGoodGoodPoor10446059.1
November 1994PoorSatisfactoryGoodPoor10446059.1
August 1993PoorSatisfactoryGoodPoor10446059.1
August 1992PoorFairGoodPoor10446057.9
August 1991FairSatisfactoryGoodFair10446077.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.3333082500
Reinforced Concrete Pier Caplinear ft.499499000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.315315000
Deck
Reinforced Concrete Slabsq. ft.25,20924,48972000
Wearing Surfacessq. ft.24,74124,741000