+43.89056, -116.65222
43°53'26" N, 116°39'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 52 over NOBLE CANAL
Structure number:000000000014625
Location:8.4 W. EMMETT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:47.9 ft. [14.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2014]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2014FairGoodGoodSatisfactory190099.8
March 2012FairVery GoodVery GoodSatisfactory200099.8
March 2010FairVery GoodVery GoodSatisfactory200099.8
March 2008FairVery GoodVery GoodSatisfactory220098.8
March 2006FairVery GoodVery GoodSatisfactory210098.8
March 2004FairVery GoodVery GoodSatisfactory200099.8
March 2002FairVery GoodVery GoodSatisfactory190099.8
March 2000FairVery GoodVery GoodSatisfactory180097.8
March 1998FairVery GoodVery GoodSatisfactory180097.8
March 1996GoodVery GoodVery GoodGood160097.9
March 1994GoodVery GoodVery GoodGood160097.9
August 1992GoodVery GoodVery GoodGood140097.9
August 1990GoodVery Good-Very Good140097.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.400400000
Prestressed Concrete Top Flangesq. ft.2,0002,000000
Wearing Surfacessq. ft.1,8501,49036000
Concrete Protective Coatingsq. ft.1,8501,75010000
Reinforced Concrete Abutmentlinear ft.113941900
Elastomeric Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9898000