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STC 9163;APPLE ST over RIDENBAUGH CANAL

Map

Coordinates:
+43.57361, -116.17333
43°34'25" N, 116°10'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC 9163;APPLE ST over RIDENBAUGH CANAL
Structure number:000000000025791
Location:IN BOISE;APPLE STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:46.9 ft. [14.3 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1992
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:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:76.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$99,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodVery GoodVery GoodGood1000076.9
October 2014GoodVery GoodVery GoodGood1000076.9
October 2012GoodVery GoodVery GoodGood900080.0
October 2010GoodVery GoodVery GoodGood990079.8
October 2008GoodVery GoodVery GoodGood1000079.8
October 2006GoodVery GoodVery GoodGood1100081.0
October 2004GoodVery GoodVery GoodGood1100081.0
October 2002GoodVery GoodVery GoodGood1000081.0
October 2000GoodVery GoodVery GoodGood1500081.0
October 1998GoodVery GoodVery GoodGood1500081.0
October 1996GoodVery GoodVery GoodGood600097.0
October 1994GoodVery GoodVery GoodVery Good600097.0
October 1992GoodExcellentExcellentExcellent250098.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.659659000
Deck
Prestressed Concrete Top Flangesq. ft.2,8052,805000
Wearing Surfacessq. ft.2,0002,000000
Substructure
Reinforced Concrete Abutmentlinear ft.1691561300
Reinforced Concrete Pier Caplinear ft.1211081300
Bearings
Elastomeric Bearingeach2828000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9595000
Steel Protective Coatingsq. ft.198198000
Reinforced Concrete Bridge Raillinear ft.9592300