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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.216216000
Reinforced Concrete Pier Caplinear ft.216216000
Joints
Pourable Jointlinear ft.216021600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2892395000
Deck
Reinforced Concrete Slabsq. ft.15,59715,597000