SR315 over OVER 62D(TOWN ST)


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


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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:80,560 [as of 2010]
Truck traffic:7% 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201587.0Functionally obsoleteGoodVery GoodExcellent80560
October 201487.0Functionally obsoleteVery GoodVery GoodExcellent80560
September 201387.0Functionally obsoleteVery GoodVery GoodExcellent80560
August 201287.0Functionally obsoleteVery GoodExcellentExcellent80560
November 201187.0Functionally obsoleteVery GoodExcellentExcellent80560
October 201087.9Functionally obsoleteVery GoodExcellentExcellent71480
November 200987.9Functionally obsoleteVery GoodExcellentExcellent71480
October 200887.9Functionally obsoleteExcellentExcellentExcellent71480
October 200787.9Not deficientExcellentExcellentExcellent71480
March 200690.5Not deficientExcellentExcellentExcellent45420
November 200490.5Not deficientExcellentExcellentExcellent45420
December 200389.4Not deficientExcellentExcellentExcellent56170
October 200221.0Not deficientExcellentExcellentExcellent56170