315 C over OVER RMP NA 315S-NEIL AV


+39.97361, -83.01667
39°58'25" N, 83°01'00" 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:15.1 ft. [4.6 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 2016

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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201687.9GoodVery GoodExcellentExcellentFO17913
December 201585.8GoodVery GoodExcellentExcellentFO22990
November 201485.8GoodVery GoodExcellentExcellentFO22990
September 201385.8GoodVery GoodExcellentExcellentFO22990
August 201283.8GoodExcellentExcellentExcellent-22990
December 201183.8GoodExcellentExcellentExcellent-22990
October 201083.8GoodExcellentExcellentExcellent-22990
October 200983.8GoodExcellentExcellentExcellent-22990
December 200883.8GoodExcellentExcellentExcellent-22990
November 200783.8GoodExcellentExcellentExcellentFO22990
March 200683.8GoodExcellentExcellentExcellentFO22990
January 200583.8GoodExcellentExcellentExcellentFO22990
December 200234.0GoodExcellentExcellentExcellent--