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HENDRICKSON HILL R over MCCOY CREEK 001

Map

Coordinates:
+48.80306, -104.63048
48°48'11" N, 104°37'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HENDRICKSON HILL R over MCCOY CREEK 001
Structure number:L46004008+09001
Location:4M NW PLENTYWOOD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:60.0 ft. [18.3 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:1994
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:Tee beam [04]
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:100 [as of 2002]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:95.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodGoodGood10095.9
January 2016GoodGoodGoodGood10095.9
January 2014GoodGoodGoodGood10097.9
January 2012GoodGoodGoodGood10097.9
January 2010GoodGoodGoodGood10097.9
December 2007GoodGoodGoodGood10097.9
December 2005GoodGoodVery GoodVery Good10095.9
December 2004GoodGoodVery GoodVery Good10095.9
March 2002GoodGoodVery GoodVery Good10095.9
December 1999GoodGoodVery GoodVery Good10095.9
January 1998GoodGoodVery GoodVery Good10095.9
January 1996GoodVery GoodVery GoodVery Good10096.9
August 1994GoodExcellentExcellentExcellent3197.0
February 1992GoodVery GoodVery GoodGood3197.0
February 1990FairSatisfactoryVery GoodGood3197.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.240236220
Deck
Reinforced Concrete Top Flangesq. ft.1,4421,442000
Substructure
Reinforced Concrete Abutmentlinear ft.8989000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1211111000
Steel Protective Coatingsq. ft.3633450180