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SR 315 over OVER OLENTANGY RIVER ROA

Map

Coordinates:
+39.99778, -83.02611
39°59'52" N, 83°01'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 315 over OVER OLENTANGY RIVER ROA
Structure number:2515458
Location:3.65 MI N OF I70
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:40.0 ft. [12.2 m]
Total length:105.6 ft. [32.2 m]
Roadway width between curbs:102.4 ft. [31.2 m]
Deck width edge-to-edge:105.3 ft. [32.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1972
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:Concrete continuous [2]
Main spans design:Slab [01]
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:102,217 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.6 tons [59.6 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:88.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201688.2GoodGoodGoodGood-102217
November 201589.7GoodGoodGoodGood-86875
October 201489.7GoodVery GoodVery GoodVery Good-86875
October 201389.7GoodVery GoodVery GoodVery Good-86875
September 201289.7GoodExcellentVery GoodVery Good-86875
November 201189.7GoodVery GoodVery GoodVery Good-86875
October 201088.2GoodVery GoodVery GoodVery Good-102090
November 200982.7FairGoodGoodSatisfactory-100650
October 200882.7FairGoodGoodSatisfactory-100650
November 200782.7FairGoodGoodSatisfactory-100650
March 200683.1FairSatisfactoryGoodSatisfactory-96519
December 200483.1FairSatisfactoryGoodSatisfactory-96519
December 200381.4FairGoodGoodSatisfactory-114040
October 200283.7FairGoodGoodSatisfactory-90890
November 199983.7FairGoodGoodSatisfactory-90890
October 199883.7FairGoodGoodSatisfactory-90890
August 199682.3FairSatisfactorySatisfactorySatisfactory-104460
November 199584.5FairSatisfactorySatisfactorySatisfactory-104460
October 199484.5FairSatisfactorySatisfactorySatisfactory-104460
August 199383.4FairFairSatisfactorySatisfactory-104460
August 199268.6PoorPoorSatisfactoryFairSD104460
August 199183.4FairFairGoodSatisfactory-104460

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.214214000
Reinforced Concrete Pier Caplinear ft.214214000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.212212000
Deck
Reinforced Concrete Slabsq. ft.11,11910,69642300
Wearing Surfacessq. ft.10,80510,803200