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SR 315 over OVER OLENTANGY R,5TH,KIN

Map 

Coordinates:
+39.98611, -83.02278
39°59'10" N, 83°01'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 315 over OVER OLENTANGY R,5TH,KIN
Structure number:2515393
Location:2.78 MI N OF I 70
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:107.9 ft. [32.9 m]
Total length:1959.1 ft. [597.1 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:104.0 ft. [31.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:22°
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:19
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:96,910 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:79.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201579.6Not deficientVery GoodGoodSatisfactory96910
October 201483.1Not deficientVery GoodGoodGood96910
September 201379.6Not deficientVery GoodGoodGood96910
September 201279.6Not deficientVery GoodGoodGood96910
November 201179.6Not deficientVery GoodGoodGood96910
November 201077.3Not deficientVery GoodSatisfactoryGood118230
November 200965.4Not deficientSatisfactorySatisfactoryFair108200
July 200869.1Not deficientSatisfactorySatisfactoryFair108200
November 200769.1Not deficientSatisfactorySatisfactoryFair108200
August 200671.3Not deficientSatisfactorySatisfactoryFair89970
March 200671.3Not deficientSatisfactorySatisfactoryFair89970
January 200571.3Not deficientSatisfactorySatisfactoryFair89970
December 200384.3Not deficientSatisfactorySatisfactorySatisfactory84800
October 200285.1Not deficientSatisfactorySatisfactorySatisfactory76900
November 199985.1Not deficientSatisfactorySatisfactorySatisfactory76900
October 199885.1Not deficientSatisfactoryGoodSatisfactory76900
August 199684.8Not deficient-GoodSatisfactory80640
November 199584.2Functionally obsoleteSatisfactoryGoodSatisfactory80640
October 199483.1Functionally obsoleteFairGoodSatisfactory80640
August 199383.1Functionally obsoleteFairGoodSatisfactory80640
August 199283.1Functionally obsoleteFairGoodSatisfactory80640
August 199183.1Functionally obsoleteFairGoodSatisfactory80640