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BEAVER CREEK RD over SARPY CREEK 012

Map

Coordinates:
+45.98582, -107.13093
45°59'09" N, 107°07'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEAVER CREEK RD over SARPY CREEK 012
Structure number:L52120000+02001
Location:22M S HYSHAM
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2004]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Better than present minimum criteria [7]
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:38.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$113,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryFairFair10038.6
February 2016FairSatisfactoryFairFair10038.6
February 2014FairSatisfactoryFairFair10038.6
February 2012FairSatisfactoryFairFair10038.6
February 2010FairSatisfactoryFairFair10038.6
February 2008PoorSatisfactoryFairPoor10038.6
February 2006PoorSatisfactoryFairPoor10038.6
February 2004FairGoodSatisfactoryFair10038.6
March 2003FairGoodSatisfactoryFair10038.6
July 2001FairGoodSatisfactoryFair10038.6
January 1999FairVery GoodSatisfactoryFair10038.6
January 1997FairVery GoodSatisfactoryFair10038.6
March 1995FairVery GoodSatisfactoryFair3138.9
October 1992FairVery GoodSatisfactoryFair3139.8
February 1991FairVery GoodFairFair3139.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.207020700
Steel Protective Coatingsq. ft.1,0500001,050
Substructure
Reinforced Concrete Abutmentlinear ft.66023430
Deck
Timber Decksq. ft.5174912600
Wearing Surfacessq. ft.517517000