315 C over OVER RMP NA 315S-NEIL AV


+39.97370, -83.01666
39°58'25" N, 83°00'60" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:315 C over OVER RMP NA 315S-NEIL AV
Structure number:2506254
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.3 ft. [25.4 m]
Total length:83.3 ft. [25.4 m]
Roadway width between curbs:58.4 ft. [17.8 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:58°
Owner:State Highway Agency [01]
Year built:1998
Year reconstructed:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,913 [as of 2015]
Truck traffic:4% 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: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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:87.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodVery GoodExcellentExcellent1791387.9
December 2016GoodVery GoodExcellentExcellent1791387.9
December 2015GoodVery GoodExcellentExcellent2299085.8
November 2014GoodVery GoodExcellentExcellent2299085.8
September 2013GoodVery GoodExcellentExcellent2299085.8
August 2012GoodExcellentExcellentExcellent2299083.8
December 2011GoodExcellentExcellentExcellent2299083.8
October 2010GoodExcellentExcellentExcellent2299083.8
October 2009GoodExcellentExcellentExcellent2299083.8
December 2008GoodExcellentExcellentExcellent2299083.8
November 2007GoodExcellentExcellentExcellent2299083.8
March 2006GoodExcellentExcellentExcellent2299083.8
January 2005GoodExcellentExcellentExcellent2299083.8
December 2002GoodExcellentExcellentExcellent-34.0