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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:2515334
Location:2.62 MI N OF I70
Purpose:Carries highway overpass 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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:48,455 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201593.4Not deficientVery GoodVery GoodVery Good48455
October 201493.4Not deficientVery GoodVery GoodVery Good48455
September 201393.4Not deficientVery GoodVery GoodVery Good48455
September 201293.4Not deficientVery GoodVery GoodVery Good48455
November 201193.4Not deficientVery GoodVery GoodVery Good48455
October 201092.6Not deficientVery GoodVery GoodVery Good55990
November 200979.9Not deficientGoodFairFair54100
October 200862.2Structurally deficientGoodFairPoor54100
November 200762.2Structurally deficientGoodSatisfactoryPoor54100
March 200692.6Not deficientGoodSatisfactorySatisfactory44985
January 200592.6Not deficientGoodSatisfactorySatisfactory44985
December 200392.9Not deficientGoodSatisfactorySatisfactory42400
October 200293.3Not deficientGoodSatisfactorySatisfactory38450
November 199993.3Not deficientGoodSatisfactorySatisfactory38450
October 199893.3Not deficientGoodSatisfactorySatisfactory38450
August 199689.2Not deficientGoodSatisfactorySatisfactory80640
November 199591.8Not deficientGoodSatisfactorySatisfactory80640
October 199491.8Not deficientGoodSatisfactorySatisfactory80640
August 199391.8Not deficientGoodSatisfactoryGood80640
August 199291.8Not deficientGoodSatisfactorySatisfactory80640
August 199191.8Not deficientGoodSatisfactorySatisfactory80640