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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:2515482
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:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:
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:12,250 [as of 2006]
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:63.0 tons [57.3 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:96.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201696.2GoodGoodGoodGood-12250
November 201596.2GoodGoodGoodGood-12250
October 201496.2GoodVery GoodVery GoodVery Good-12250
October 201396.2GoodVery GoodVery GoodVery Good-12250
September 201296.2GoodVery GoodVery GoodVery Good-12250
November 201196.2GoodVery GoodVery GoodVery Good-12250
October 201096.2GoodVery GoodVery GoodVery Good-12250
November 200978.0GoodVery GoodVery GoodVery Good-114040
October 200878.0GoodGoodGoodGood-114040
November 200778.0GoodGoodGoodGood-114040
March 200678.0GoodGoodGoodGood-114040
December 200478.0GoodGoodGoodGood-114040
December 200378.0GoodGoodGoodGood-114040
October 200278.0GoodGoodVery GoodGood-104460
November 199978.0GoodVery GoodVery GoodGood-104460
November 199778.0GoodVery GoodVery GoodGood-104460
August 199678.0GoodGoodGoodGood-104460
November 199578.0GoodGoodGoodGood-104460
October 199478.0GoodGoodGoodGood-104460
August 199351.0PoorSatisfactoryGoodPoorSD104460
August 199251.0PoorSatisfactoryGoodPoorSD104460
August 199151.0PoorSatisfactoryGoodPoorSD104460

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.6161000
Reinforced Concrete Pier Caplinear ft.6161000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.211211000
Deck
Reinforced Concrete Slabsq. ft.3,1653,165000
Wearing Surfacessq. ft.2,8492,849000