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TULLOCK RD over WEST BURNT CREEK 019

Map

Coordinates:
+46.03720, -107.34799
46°02'14" N, 107°20'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TULLOCK RD over WEST BURNT CREEK 019
Structure number:L52059010+07001
Location:10M SE BIGHORN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:19.0 ft. [5.8 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:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:27 [as of 2016]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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:48.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$95,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactoryFairSatisfactory2748.8
January 2016FairSatisfactoryFairSatisfactory10047.4
January 2014FairSatisfactoryFairSatisfactory10047.4
January 2012FairSatisfactoryFairSatisfactory10047.4
January 2010FairFairFairFair10046.3
January 2008PoorFairPoorFair10036.8
January 2006PoorFairPoorFair10036.8
January 2004PoorFairPoorFair10036.8
March 2002PoorFairPoorPoor10036.8
April 2000FairSatisfactoryFairFair10047.4
March 1998FairGoodFairFair10048.4
November 1995FairVery GoodFairFair3146.9
January 1994FairVery GoodFairFair3146.9
August 1992FairVery GoodSatisfactorySatisfactory3159.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.190019000
Substructure
Reinforced Concrete Abutmentlinear ft.69333510
Deck
Timber Decksq. ft.398398000
Wearing Surfacessq. ft.398039800