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SR 315 over OVER WEST THIRD AVENUE

Map

Coordinates:
+39.98389, -83.02194
39°59'02" N, 83°01'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 315 over OVER WEST THIRD AVENUE
Structure number:2515369
Location:2.62 MI N OF I70
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:89.9 ft. [27.4 m]
Total length:220.5 ft. [67.2 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:34,982 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201694.6GoodVery GoodExcellentVery Good-34982
November 201593.4GoodVery GoodExcellentVery Good-48455
October 201493.4GoodExcellentExcellentExcellent-48455
September 201393.4GoodExcellentExcellentExcellent-48455
September 201293.4GoodExcellentExcellentExcellent-48455
November 201193.4GoodExcellentExcellentExcellent-48455
October 201092.0GoodExcellentExcellentExcellent-62240
November 200991.7FairVery GoodSatisfactoryVery Good-54100
October 200891.7FairGoodSatisfactorySatisfactory-54100
November 200791.7FairGoodSatisfactorySatisfactory-54100
March 200692.6FairGoodSatisfactorySatisfactory-44985
January 200592.6FairGoodSatisfactorySatisfactory-44985
December 200392.9FairGoodSatisfactorySatisfactory-42400
October 200293.3FairVery GoodSatisfactorySatisfactory-38450
November 199993.3FairVery GoodSatisfactorySatisfactory-38450
October 199893.3FairVery GoodSatisfactorySatisfactory-38450
August 199689.2FairVery GoodSatisfactorySatisfactory-80640
November 199591.8FairVery GoodSatisfactorySatisfactory-80640
October 199491.8FairVery GoodSatisfactorySatisfactory-80640
August 199391.8GoodVery GoodGoodGood-80640
August 199291.8GoodVery GoodGoodGood-80640
August 199191.8FairVery GoodSatisfactoryGood-80640