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USR 20 over RIDGEWAY DITCH

Map

Coordinates:
+41.38341, -82.05694
41°23'00" N, 82°03'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USR 20 over RIDGEWAY DITCH
Structure number:4702220
Location:.78 MILES WEST OF SR 83
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.0 ft. [7.3 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Masonry [8]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:12,213 [as of 2015]
Truck traffic:4% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:41.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018Poor-PoorPoor1221341.0
June 2017Poor-PoorPoor1221341.0
May 2016PoorGoodPoorPoor1221341.0
August 2015PoorGoodPoorPoor1301041.0
September 2014FairGoodFairFair1301060.2
August 2013FairGoodFairFair1301060.2
June 2012FairGoodFairFair1301058.2
August 2011FairGoodSatisfactoryFair1433057.0
July 2010FairGoodSatisfactorySatisfactory1433070.1
August 2009FairGoodSatisfactorySatisfactory1433070.1
September 2008FairGoodSatisfactorySatisfactory1408070.3
August 2007FairGoodGoodSatisfactory1408070.3
August 2006FairGoodGoodSatisfactory1408070.3
August 2005FairGoodGoodSatisfactory1319071.0
July 2004FairGoodGoodSatisfactory1319071.0
May 2003FairGoodGoodSatisfactory1319062.2
April 2002FairGoodGoodSatisfactory1319062.2
December 1999GoodGoodGoodGood1426063.3
March 1999GoodGoodVery GoodVery Good1426063.3
January 1997GoodVery GoodVery GoodVery Good1426063.3
February 1996GoodVery GoodVery GoodVery Good1426063.3
November 1994GoodVery GoodVery GoodVery Good1426063.5
February 1994GoodVery GoodVery GoodVery Good1426063.5
January 1993GoodVery GoodVery GoodVery Good1426063.5
November 1991GoodGoodVery GoodGood1324159.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Wearing Surfacessq. ft.1,20580540000
Superstructure
Reinforced Concrete Archlinear ft.30020100
Substructure
Reinforced Concrete Abutmentlinear ft.84168150
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6060000