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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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:69,963 [as of 2015]
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:82.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201682.5FairVery GoodGoodSatisfactory-69963
June 201579.6FairVery GoodGoodSatisfactory-96910
October 201483.1GoodVery GoodGoodGood-96910
September 201379.6GoodVery GoodGoodGood-96910
September 201279.6GoodVery GoodGoodGood-96910
November 201179.6GoodVery GoodGoodGood-96910
November 201077.3FairVery GoodSatisfactoryGood-118230
November 200965.4FairSatisfactorySatisfactoryFair-108200
July 200869.1FairSatisfactorySatisfactoryFair-108200
November 200769.1FairSatisfactorySatisfactoryFair-108200
August 200671.3FairSatisfactorySatisfactoryFair-89970
March 200671.3FairSatisfactorySatisfactoryFair-89970
January 200571.3FairSatisfactorySatisfactoryFair-89970
December 200384.3FairSatisfactorySatisfactorySatisfactory-84800
October 200285.1FairSatisfactorySatisfactorySatisfactory-76900
November 199985.1FairSatisfactorySatisfactorySatisfactory-76900
October 199885.1FairSatisfactoryGoodSatisfactory-76900
August 199684.8Fair-GoodSatisfactory-80640
November 199584.2FairSatisfactoryGoodSatisfactoryFO80640
October 199483.1FairFairGoodSatisfactoryFO80640
August 199383.1FairFairGoodSatisfactoryFO80640
August 199283.1FairFairGoodSatisfactoryFO80640
August 199183.1FairFairGoodSatisfactoryFO80640