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SR 315 over OVER WOODY HAYES DRIVE

Map

Coordinates:
+40.00361, -83.03028
40°00'13" N, 83°01'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 315 over OVER WOODY HAYES DRIVE
Structure number:2515512
Location:4.15 MI N OF I70
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:42.7 ft. [13.0 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:157.5 ft. [48.0 m]
Deck width edge-to-edge:160.4 ft. [48.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:15°
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 / HS 20 [5]
Number of main spans:4
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:125,969 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:67.3 tons [61.2 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:85.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201685.9GoodGoodGoodVery Good-125969
November 201588.5GoodGoodGoodVery Good-99490
October 201488.5GoodVery GoodVery GoodExcellent-99490
October 201388.5GoodVery GoodVery GoodExcellent-99490
September 201288.5GoodVery GoodVery GoodExcellent-99490
November 201188.5GoodVery GoodVery GoodExcellent-99490
October 201085.9GoodVery GoodVery GoodExcellent-126530
October 200974.2FairGoodGoodFair-116070
October 200874.2FairGoodGoodFair-116070
November 200774.2FairGoodGoodFair-116070
March 200674.2FairGoodGoodFair-115400
December 200474.2FairGoodGoodFair-115400
December 200374.4FairGoodGoodFair-114040
October 200275.5FairGoodGoodFair-103610
November 199975.5FairGoodGoodFair-103610
October 199875.5FairGoodGoodFair-103610
August 199656.1PoorGoodGoodPoorSD104460
November 199559.1PoorGoodGoodPoorSD104460
November 199459.1PoorSatisfactoryGoodPoorSD104460
August 199359.1PoorSatisfactoryGoodPoorSD104460
August 199257.9PoorFairGoodPoorSD104460
August 199177.8FairSatisfactoryGoodFair-104460

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.333333000
Reinforced Concrete Pier Caplinear ft.499499000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.315315000
Deck
Reinforced Concrete Slabsq. ft.25,20924,87433500
Wearing Surfacessq. ft.24,74124,741000