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SR315 over OVER SULLIVANT AVE

Map 

Coordinates:
+39.95389, -83.01778
39°57'14" N, 83°01'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR315 over OVER SULLIVANT AVE
Structure number:2514923
Location:.10 MI S 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:130.9 ft. [39.9 m]
Deck width edge-to-edge:134.8 ft. [41.1 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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:81,200 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:86.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201586.9Functionally obsoleteVery GoodVery GoodExcellent81200
October 201486.9Functionally obsoleteVery GoodVery GoodExcellent81200
September 201386.9Functionally obsoleteVery GoodVery GoodExcellent81200
August 201286.9Functionally obsoleteVery GoodExcellentExcellent81200
November 201186.9Functionally obsoleteVery GoodExcellentExcellent81200
October 201087.8Functionally obsoleteVery GoodExcellentExcellent72420
November 200987.8Functionally obsoleteVery GoodExcellentExcellent72420
October 200887.8Functionally obsoleteVery GoodExcellentExcellent72420
October 200787.8Not deficientExcellentExcellentExcellent72420
March 200690.1Not deficientExcellentExcellentExcellent48960
November 200490.1Not deficientExcellentExcellentExcellent48960
December 200388.9Not deficientExcellentExcellentExcellent61170
October 200221.0Not deficientExcellentExcellentExcellent61170