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SH 167 over GRANDVIEW IRRIG.DIST.CNL

Map

Coordinates:
+42.98417, -116.09722
42°59'03" N, 116°05'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 167 over GRANDVIEW IRRIG.DIST.CNL
Structure number:000000000019845
Location:IN GRANDVIEW
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:17°
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]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 2015]
Truck traffic:9% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:96.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactorySatisfactory170096.5
February 2013FairSatisfactorySatisfactorySatisfactory160096.6
February 2012FairSatisfactorySatisfactorySatisfactory190096.5
February 2011FairSatisfactorySatisfactorySatisfactory190096.5
February 2010FairSatisfactorySatisfactorySatisfactory180096.5
February 2009FairSatisfactorySatisfactorySatisfactory180096.5
February 2008FairSatisfactorySatisfactorySatisfactory180096.5
February 2006FairSatisfactorySatisfactorySatisfactory180096.5
February 2005FairSatisfactorySatisfactorySatisfactory180096.5
February 2004FairSatisfactorySatisfactorySatisfactory180096.5
February 2002FairSatisfactorySatisfactorySatisfactory180096.5
February 2000FairSatisfactorySatisfactorySatisfactory150096.6
February 1998GoodGoodGoodGood150096.6
March 1996GoodGoodGoodGood150096.6
March 1994GoodGoodGoodGood150096.6
March 1992GoodGoodGoodGood148096.6
March 1990GoodVery GoodVery GoodVery Good148096.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.9585820
Deck
Reinforced Concrete Slabsq. ft.1,2381,2132500