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SR 315 over OVER ACKERMAN ROAD

Map

Coordinates:
+40.01853, -83.03414
40°01'07" N, 83°02'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 315 over OVER ACKERMAN ROAD
Structure number:2515636
Location:5.17 MI N OF S70
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:57.1 ft. [17.4 m]
Total length:185.7 ft. [56.6 m]
Roadway width between curbs:117.5 ft. [35.8 m]
Deck width edge-to-edge:120.4 ft. [36.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1972
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:110,004 [as of 2015]
Truck traffic:3% 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:Superior to present desirable criteria [9]
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:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodExcellentExcellent11000498.0
October 2016GoodVery GoodExcellentExcellent11000498.0
November 2015GoodVery GoodExcellentExcellent9878098.0
October 2014GoodExcellentExcellentExcellent9878098.0
October 2013GoodExcellentExcellentExcellent9878098.0
September 2012GoodExcellentExcellentExcellent9878098.0
November 2011GoodExcellentExcellentExcellent9878098.0
November 2010GoodExcellentExcellentExcellent10481098.0
October 2009FairVery GoodVery GoodSatisfactory11000093.0
October 2008FairGoodGoodSatisfactory11000093.0
November 2007FairGoodGoodSatisfactory11000093.0
July 2006FairSatisfactorySatisfactorySatisfactory11718093.0
March 2006FairSatisfactorySatisfactorySatisfactory11718093.0
December 2004FairSatisfactorySatisfactorySatisfactory11718093.0
December 2003FairSatisfactorySatisfactorySatisfactory11102093.0
October 2002FairSatisfactoryFairSatisfactory10512182.0
November 1999FairGoodFairSatisfactory9828382.0
October 1998FairGoodFairSatisfactory9828382.0
August 1996FairGoodFairSatisfactory10362082.0
November 1995FairGoodGoodSatisfactory10362091.0
November 1994FairGoodSatisfactoryFair10362080.0
August 1993FairGoodSatisfactoryFair10362080.0
August 1992FairGoodSatisfactoryFair10362080.0
August 1991FairVery GoodSatisfactorySatisfactory10362091.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,9722,972000
Steel Protective Coatingsq. ft.27,31927,319000
Deck
Reinforced Concrete Decksq. ft.22,35721,62273500
Substructure
Reinforced Concrete Columneach2424000
Reinforced Concrete Abutmentlinear ft.2572451200
Reinforced Concrete Pier Caplinear ft.385385000
Bearings
Movable Bearingeach8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.372372000