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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.522,116121,696400,0004200
Deck
Reinforced Concrete Decksq. ft.203,745190,7458,0003,0002,000
Wearing Surfacessq. ft.195,909105,80990,0001000
Superstructure
Steel Pin or Pin & Hangar Assemblyeach4242000
Substructure
Reinforced Concrete Columneach61415150
Reinforced Concrete Abutmentlinear ft.22519322100
Reinforced Concrete Pier Caplinear ft.2,0191,95233340
Joints
Strip Seal Jointlinear ft.520052000
Bearings
Movable Bearingeach420418200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,9192,9191,00000