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RAMPS TO 315 over 315 RAMPS OVER OLENTANGY

Map

Coordinates:
+39.97740, -83.02051
39°58'39" N, 83°01'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017

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]
Sufficiency rating:85.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodExcellentExcellent9691085.0
September 2016GoodVery GoodExcellentExcellent9691085.0
October 2015GoodVery GoodExcellentExcellent9691085.0
October 2014GoodVery GoodExcellentExcellent9691085.0
September 2013GoodVery GoodExcellentExcellent9691085.0
September 2012GoodVery GoodExcellentExcellent9691085.0
November 2011GoodVery GoodExcellentExcellent9691085.0
October 2010GoodExcellentExcellentExcellent10820085.0
November 2009GoodExcellentExcellentExcellent10820085.0
October 2008GoodExcellentExcellentExcellent10820085.0
October 2007GoodExcellentExcellentExcellent10820085.0
March 2006GoodExcellentExcellentExcellent8997026.0
January 2005GoodExcellentExcellentExcellent8997026.0
December 2003GoodExcellentExcellentExcellent8480026.0
December 2002GoodExcellentExcellentExcellent8480026.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4,0854,085000
Deck
Reinforced Concrete Decksq. ft.37,06536,84022500
Substructure
Reinforced Concrete Columneach1512300
Reinforced Concrete Abutmentlinear ft.114114000
Reinforced Concrete Pier Caplinear ft.283283000
Joints
Strip Seal Jointlinear ft.9896200
Bearings
Elastomeric Bearingeach6666000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,5131,513000