Share:

SHIPPE CANYON RD over OTTER CREEK 037

Map

Coordinates:
+48.62603, -104.58044
48°37'34" N, 104°34'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHIPPE CANYON RD over OTTER CREEK 037
Structure number:L46404010+09001
Location:11M S PLENTYWOOD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:28.9 ft. [8.8 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Channel beam [22]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:144 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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 assessed or calculated scour condition. [5]
Sufficiency rating:83.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodGoodGood14483.8
January 2016GoodGoodVery GoodVery Good10090.9
January 2014GoodGoodVery GoodVery Good10092.9
January 2012GoodGoodVery GoodVery Good10092.9
January 2010GoodGoodVery GoodVery Good10092.9
December 2007GoodGoodVery GoodVery Good10092.9
December 2005GoodVery GoodVery GoodVery Good10090.9
December 2004GoodVery GoodVery GoodVery Good10090.9
March 2002GoodVery GoodVery GoodVery Good10090.9
December 1999GoodVery GoodVery GoodVery Good10090.9
January 1998GoodVery GoodVery GoodVery Good10090.9
January 1996GoodVery GoodVery GoodVery Good10090.9
December 1993GoodVery GoodVery GoodVery Good9690.9
January 1992GoodVery GoodVery GoodVery Good3191.0
January 1990GoodVery GoodVery GoodVery Good3191.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.180178200
Deck
Reinforced Concrete Top Flangesq. ft.7216209470
Substructure
Reinforced Concrete Abutmentlinear ft.108106200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.59441500
Steel Protective Coatingsq. ft.1771650120