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RAMP TO GOODALE over 315 NB RAMP TO GOODALE

Map

Coordinates:
+39.97525, -83.02088
39°58'31" N, 83°01'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP TO GOODALE over 315 NB RAMP TO GOODALE
Structure number:2515350
Location:.1 MI NORTH OF GOODALE AV
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:76.1 ft. [23.2 m]
Total length:474.4 ft. [144.6 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:84,800 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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 GoodVery GoodVery Good8480085.0
September 2016GoodVery GoodVery GoodVery Good8480085.0
October 2015GoodVery GoodVery GoodVery Good8480085.0
October 2014GoodVery GoodVery GoodVery Good8480085.0
September 2013GoodVery GoodVery GoodVery Good8480085.0
August 2012GoodVery GoodVery GoodVery Good8480085.0
November 2011GoodVery GoodVery GoodVery Good8480085.0
October 2010GoodVery GoodVery GoodVery Good8480085.0
November 2009GoodVery GoodVery GoodVery Good8480085.0
October 2008GoodExcellentExcellentExcellent8480085.0
October 2007GoodExcellentExcellentExcellent8480085.0
March 2006GoodExcellentExcellentExcellent8480026.0
December 2004GoodExcellentExcellentExcellent8480026.0
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
Steel Girder/Beamlinear ft.2,3732,17302000
Deck
Reinforced Concrete Decksq. ft.19,92619,82610000
Superstructure
Steel Pin or Pin & Hangar Assemblyeach55000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Pier Walllinear ft.191191000
Reinforced Concrete Abutmentlinear ft.9696000
Joints
Compression Jointlinear ft.168167100
Bearings
Elastomeric Bearingeach4035500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.94954940000