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SHADY AV over GOLD CANYON CRK

Map

Coordinates:
+39.23645, -119.59196
39°14'11" N, 119°35'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHADY AV over GOLD CANYON CRK
Structure number:B1711
Location:DAYTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1945
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:128 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:29.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$161,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairFairSatisfactory12829.7
March 2016FairFairFairSatisfactory12829.7
March 2015FairFairFairSatisfactory12829.7
March 2014FairFairFairSatisfactory11629.7
March 2013FairFairFairSatisfactory11629.7
March 2012FairSatisfactorySatisfactorySatisfactory11640.6
March 2011FairSatisfactorySatisfactorySatisfactory11640.6
March 2010FairSatisfactoryFairSatisfactory11665.6
April 2009FairSatisfactorySatisfactoryGood11676.6
March 2008FairGoodFairGood11665.6
April 2007FairGoodFairGood11665.6
May 2006FairGoodFairGood10565.6
April 2004FairGoodFairSatisfactory10565.6
May 2003FairGoodFairSatisfactory10565.6
March 2003PoorGoodPoorSatisfactory10549.6
May 2002PoorGoodPoorSatisfactory10549.6
November 2000PoorGoodSeriousFair10535.6
December 1999PoorGoodSeriousFair10535.6
May 1997PoorGoodSeriousFair10535.6
October 1995PoorGoodSeriousFair10036.2
March 1995PoorGoodSeriousFair10036.2
November 1993PoorGoodSeriousFair10036.2
March 1991FairVery GoodVery GoodSatisfactory9984.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.1611154060
Timber Stringerlinear ft.4604600
Substructure
Reinforced Concrete Abutmentlinear ft.3582250
Reinforced Concrete Pile Cap/Footinglinear ft.3527800
Timber Pier Caplinear ft.3535000
Deck
Timber Decksq. ft.4000383017
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4604600