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SR315 over OVER 62D(TOWN ST)

Map 

Coordinates:
+39.95639, -83.01833
39°57'23" N, 83°01'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR315 over OVER 62D(TOWN ST)
Structure number:2515016
Location:.08 MI NORTH OF RICH ST.
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]
Skew angle:
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 201587.0GoodGoodVery GoodExcellentFO80560
October 201487.0GoodVery GoodVery GoodExcellentFO80560
September 201387.0GoodVery GoodVery GoodExcellentFO80560
August 201287.0GoodVery GoodExcellentExcellentFO80560
November 201187.0GoodVery GoodExcellentExcellentFO80560
October 201087.9GoodVery GoodExcellentExcellentFO71480
November 200987.9GoodVery GoodExcellentExcellentFO71480
October 200887.9GoodExcellentExcellentExcellentFO71480
October 200787.9GoodExcellentExcellentExcellent-71480
March 200690.5GoodExcellentExcellentExcellent-45420
November 200490.5GoodExcellentExcellentExcellent-45420
December 200389.4GoodExcellentExcellentExcellent-56170
October 200221.0GoodExcellentExcellentExcellent-56170