+42.12470, -111.93250
42°07'29" N, 111°55'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N 2200 W over WEST CACHE CANAL
Structure number:000000000023373
Location:2.1 N. 2.8 W. PRESTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$345,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory10080.7
April 2016FairSatisfactoryFairSatisfactory10070.7
April 2014FairSatisfactoryFairSatisfactory10070.7
April 2013FairSatisfactoryFairSatisfactory10070.7
April 2012FairSatisfactoryFairSatisfactory10070.7
April 2011FairSatisfactoryFairSatisfactory10070.7
April 2010FairSatisfactoryFairSatisfactory10070.7
April 2009FairSatisfactoryFairSatisfactory10070.7
April 2008FairSatisfactoryFairSatisfactory10070.7
April 2007FairSatisfactoryFairSatisfactory10070.7
April 2006FairSatisfactoryFairSatisfactory10070.7
April 2005FairSatisfactoryFairGood10070.7
April 2004FairGoodFairGood10070.7
April 2003FairGoodFairGood10070.7
April 2002FairGoodFairGood10070.7
April 2000FairGoodFairGood10065.4
April 1999FairGoodFairGood10065.4
April 1998FairGoodFairGood10065.4
April 1997FairGoodFairGood10065.4
April 1996FairGoodFairGood10065.4
April 1995FairGoodFairGood10065.4
April 1994FairGoodSatisfactoryGood10075.4
April 1993FairGoodSatisfactoryGood10075.4
April 1992FairGoodSatisfactoryGood10075.4
December 1991FairGoodSatisfactoryGood10075.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.217021700
Reinforced Concrete Decksq. ft.678678000
Reinforced Concrete Abutmentlinear ft.7870800