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SH 167 over SNAKE RIVER;GRANDVIEW BR

Map

Coordinates:
+42.99478, -116.09731
42°59'41" N, 116°05'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 167 over SNAKE RIVER;GRANDVIEW BR
Structure number:000000000019850
Location:0.8 N. GRANDVIEW
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:613.9 ft. [187.1 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:96.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,023,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodSatisfactorySatisfactory150096.4
February 2016PoorSatisfactorySatisfactoryPoor140068.1
February 2015PoorSatisfactorySatisfactoryPoor140068.1
February 2014PoorSatisfactorySatisfactoryPoor130068.4
February 2013PoorSatisfactorySatisfactoryPoor130070.9
February 2012PoorSatisfactorySatisfactoryPoor160070.4
February 2011PoorSatisfactorySatisfactoryPoor160070.4
February 2010PoorSatisfactorySatisfactoryPoor160070.4
February 2009PoorSatisfactorySatisfactoryPoor160070.4
February 2008FairSatisfactorySatisfactoryFair160086.9
February 2006FairSatisfactorySatisfactoryFair67088.1
February 2005FairSatisfactorySatisfactoryFair67088.1
February 2004FairSatisfactorySatisfactoryFair67086.1
February 2002FairSatisfactorySatisfactoryFair67086.1
February 2000FairGoodGoodFair67086.1
February 1998FairGoodGoodFair67086.1
March 1995FairGoodVery GoodFair67086.1
March 1993GoodGoodVery GoodGood59097.3
March 1991GoodGoodVery GoodGood59097.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,6683,663500
Deck
Reinforced Concrete Decksq. ft.23,14823,148000
Wearing Surfacessq. ft.21,27121,271000
Substructure
Reinforced Concrete Abutmentlinear ft.8989000
Steel Pileeach5705520
Reinforced Concrete Pileeach7064600
Reinforced Concrete Pier Caplinear ft.2171328500
Joints
Compression Jointlinear ft.289289000
Bearings
Elastomeric Bearingeach7207200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,2601,260000
Reinforced Concrete Bridge Raillinear ft.1,2601,260000