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USR 6 over CAHOON CRK 1.29 MI W 252

Map

Coordinates:
+41.48891, -81.92549
41°29'20" N, 81°55'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USR 6 over CAHOON CRK 1.29 MI W 252
Structure number:1800450
Location:APPROX 1000FT E CLAGUE RD
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:13,375 [as of 2015]
Truck traffic:6% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:49.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$381,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018Poor-PoorPoor1337549.9
October 2017Poor-PoorPoor1337549.9
September 2016FairGoodFairFair1337567.1
September 2015FairGoodFairFair1092067.6
September 2014FairGoodFairFair1092067.6
August 2013FairGoodFairFair1092067.6
June 2012FairGoodFairFair1092065.6
August 2011FairGoodFairFair1092057.8
September 2010FairGoodFairFair1014058.0
October 2009FairGoodFairFair1014058.0
June 2008FairGoodFairFair1014058.0
August 2007FairGoodFairFair1014058.0
October 2006FairGoodFairFair1303057.2
October 2005FairGoodFairFair1303057.2
July 2004FairGoodFairFair1303057.2
May 2003FairFairFairFair1303056.2
July 2002FairFairFairFair1303056.2
May 2000FairFairFairFair975059.0
July 1999FairSatisfactoryFairFair975060.0
August 1997FairSatisfactoryFairFair975060.0
September 1996FairSatisfactoryFairFair975060.0
July 1995FairSatisfactoryFairFair975059.9
May 1994PoorVery GoodFairPoor975042.6
April 1993FairSatisfactorySatisfactorySatisfactory704072.0
June 1992FairSatisfactorySatisfactorySatisfactory704072.0
April 1991FairSatisfactorySatisfactorySatisfactory704072.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Wearing Surfacessq. ft.4,1123,7002062060
Superstructure
Reinforced Concrete Archlinear ft.70032344
Substructure
Reinforced Concrete Abutmentlinear ft.8004724
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2782641400