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RAMPS TO 315 over 315 RAMPS OVER OLENTANGY

Map 

Coordinates:
+39.97722, -83.02111
39°58'38" N, 83°01'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMPS TO 315 over 315 RAMPS OVER OLENTANGY
Structure number:2515253
Location:.16 MI NORTH OF GOODALE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:164.1 ft. [50.0 m]
Total length:756.6 ft. [230.6 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:96,910 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201685.0GoodVery GoodExcellentExcellent-96910
October 201585.0GoodVery GoodExcellentExcellent-96910
October 201485.0GoodVery GoodExcellentExcellent-96910
September 201385.0GoodVery GoodExcellentExcellent-96910
September 201285.0GoodVery GoodExcellentExcellent-96910
November 201185.0GoodVery GoodExcellentExcellent-96910
October 201085.0GoodExcellentExcellentExcellent-108200
November 200985.0GoodExcellentExcellentExcellent-108200
October 200885.0GoodExcellentExcellentExcellent-108200
October 200785.0GoodExcellentExcellentExcellent-108200
March 200626.0GoodExcellentExcellentExcellentFO89970
January 200526.0GoodExcellentExcellentExcellentFO89970
December 200326.0GoodExcellentExcellentExcellentFO84800
December 200226.0GoodExcellentExcellentExcellent-84800