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SR 315 over OVER 62(RICH ST)

Map

Coordinates:
+39.95528, -83.01806
39°57'19" N, 83°01'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 315 over OVER 62(RICH ST)
Structure number:2514982
Location:BTWN TOWN & SULLIVANT AVE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:55.1 ft. [16.8 m]
Total length:144.4 ft. [44.0 m]
Roadway width between curbs:104.0 ft. [31.7 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:77,638 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:87.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201687.3GoodGoodVery GoodExcellentFO77638
October 201587.7GoodGoodExcellentExcellentFO73660
October 201487.7GoodVery GoodExcellentExcellentFO73660
September 201387.7GoodVery GoodExcellentExcellentFO73660
August 201287.7GoodVery GoodExcellentExcellentFO73660
November 201187.7GoodVery GoodExcellentExcellentFO73660
October 201088.6GoodVery GoodExcellentExcellentFO64360
November 200988.6GoodVery GoodExcellentExcellentFO64360
October 200888.6GoodVery GoodExcellentExcellentFO64360
October 200788.6GoodVery GoodExcellentExcellent-64360
March 200691.2GoodVery GoodExcellentExcellent-38650
November 200491.2GoodVery GoodExcellentExcellent-38650
December 200389.9GoodExcellentExcellentExcellent-51200
October 200221.0GoodExcellentExcellentExcellent-51200