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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: October 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201585.0Not deficientVery GoodExcellentExcellent96910
October 201485.0Not deficientVery GoodExcellentExcellent96910
September 201385.0Not deficientVery GoodExcellentExcellent96910
September 201285.0Not deficientVery GoodExcellentExcellent96910
November 201185.0Not deficientVery GoodExcellentExcellent96910
October 201085.0Not deficientExcellentExcellentExcellent108200
November 200985.0Not deficientExcellentExcellentExcellent108200
October 200885.0Not deficientExcellentExcellentExcellent108200
October 200785.0Not deficientExcellentExcellentExcellent108200
March 200626.0Functionally obsoleteExcellentExcellentExcellent89970
January 200526.0Functionally obsoleteExcellentExcellentExcellent89970
December 200326.0Functionally obsoleteExcellentExcellentExcellent84800
December 200226.0Not deficientExcellentExcellentExcellent84800