2000 EAST ROAD over 'X' CANAL


+42.90222, -114.69306
42°54'08" N, 114°41'35" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:2000 EAST ROAD over 'X' CANAL
Structure number:000000000024460
Location:2.5 S. 1.0 E. GOODING
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Owner:Other Local Agencies [25]
Year built:1930
Year reconstructed:1968
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:30 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:84.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$374,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodSatisfactoryFair3084.0
March 2015FairGoodSatisfactoryFair3084.0
March 2014FairGoodSatisfactoryFair3054.3
March 2013FairGoodSatisfactoryFair3054.3
March 2012FairGoodSatisfactoryFair3054.3
March 2011FairGoodSatisfactoryFair3054.3
March 2010FairGoodSatisfactorySatisfactory3064.3
March 2009FairGoodGoodSatisfactory3064.3
March 2008FairGoodGoodSatisfactory3064.3
March 2007FairGoodGoodSatisfactory3064.3
March 2006FairGoodGoodSatisfactory3064.3
March 2005FairGoodGoodSatisfactory3064.3
March 2004FairGoodGoodSatisfactory3064.3
March 2003FairGoodGoodSatisfactory3064.3
March 2002FairGoodGoodSatisfactory3064.3
March 2000FairGoodGoodSatisfactory3064.3
March 1999FairGoodGoodSatisfactory3064.3
March 1998FairGoodGoodSatisfactory3064.3
March 1997FairGoodGoodSatisfactory3064.3
March 1996FairGoodGoodSatisfactory3064.3
March 1995FairGoodGoodSatisfactory3064.3
March 1994FairGoodGoodSatisfactory3064.3
March 1993FairGoodGoodSatisfactory3064.3
March 1992FairGoodGoodSatisfactory3064.3
March 1991FairGoodGoodSatisfactory3064.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2440230140
Steel Protective Coatingsq. ft.86452800336
Reinforced Concrete Decksq. ft.646646000
Wearing Surfacessq. ft.594594000
Reinforced Concrete Pier Walllinear ft.2001730
Reinforced Concrete Abutmentlinear ft.72030420
Reinforced Concrete Pile Cap/Footinglinear ft.65837200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6606600
Steel Protective Coatingsq. ft.37101440227