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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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:73,660 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Good [7 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: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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201587.7Functionally obsoleteGoodExcellentExcellent73660
October 201487.7Functionally obsoleteVery GoodExcellentExcellent73660
September 201387.7Functionally obsoleteVery GoodExcellentExcellent73660
August 201287.7Functionally obsoleteVery GoodExcellentExcellent73660
November 201187.7Functionally obsoleteVery GoodExcellentExcellent73660
October 201088.6Functionally obsoleteVery GoodExcellentExcellent64360
November 200988.6Functionally obsoleteVery GoodExcellentExcellent64360
October 200888.6Functionally obsoleteVery GoodExcellentExcellent64360
October 200788.6Not deficientVery GoodExcellentExcellent64360
March 200691.2Not deficientVery GoodExcellentExcellent38650
November 200491.2Not deficientVery GoodExcellentExcellent38650
December 200389.9Not deficientExcellentExcellentExcellent51200
October 200221.0Not deficientExcellentExcellentExcellent51200