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SH 16 over BLACK CANYON CANAL

Map

Coordinates:
+43.85889, -116.46361
43°51'32" N, 116°27'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 16 over BLACK CANYON CANAL
Structure number:000000000012160
Location:1.8 S. EMMETT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:27.9 ft. [8.5 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,800 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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 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:82.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,342,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactoryFair780082.7
January 2015FairSatisfactorySatisfactoryFair810082.5
January 2013FairSatisfactorySatisfactoryFair720083.0
January 2011FairSatisfactorySatisfactoryFair730080.0
January 2009FairSatisfactorySatisfactoryFair780079.4
January 2007FairSatisfactorySatisfactoryFair800079.3
January 2005FairSatisfactorySatisfactoryFair800079.3
January 2003FairSatisfactorySatisfactoryFair720079.7
January 2001FairSatisfactoryGoodFair610078.3
January 1999FairSatisfactoryGoodFair610078.3
January 1997FairSatisfactoryGoodFair570078.0
March 1995FairGoodGoodSatisfactory570089.6
March 1993FairGoodGoodSatisfactory425091.3
January 1993FairGoodGoodSatisfactory425091.3
January 1991GoodGoodGoodVery Good425091.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5224378500
Deck
Reinforced Concrete Decksq. ft.3,1542,70445000
Wearing Surfacessq. ft.2,9752,975000
Concrete Protective Coatingsq. ft.2,9752,975000
Substructure
Reinforced Concrete Abutmentlinear ft.8585000
Steel Pileeach1300130
Steel Protective Coatingsq. ft.8500850
Reinforced Concrete Pier Caplinear ft.72541530
Joints
Pourable Jointlinear ft.8282000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200200000
Steel Protective Coatingsq. ft.1,2101,210000