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MICKS DR over ROSS FORK CREEK 016

Map

Coordinates:
+46.96724, -109.79964
46°58'02" N, 109°47'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MICKS DR over ROSS FORK CREEK 016
Structure number:L23028002+04001
Location:4M NW SIPPLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:75.1 ft. [22.9 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1910
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2003]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:41.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$198,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairFair10041.9
February 2015FairSatisfactoryFairFair10041.9
February 2013FairSatisfactoryFairFair10041.9
February 2011FairSatisfactorySatisfactorySatisfactory10046.0
March 2009FairGoodSatisfactorySatisfactory10046.0
February 2007FairGoodSatisfactorySatisfactory10046.0
March 2005FairGoodSatisfactorySatisfactory10046.0
March 2003FairGoodSatisfactorySatisfactory10048.0
June 2001FairGoodSatisfactorySatisfactory10048.0
June 1999FairGoodSatisfactorySatisfactory10048.0
February 1997FairGoodSatisfactorySatisfactory10046.0
February 1995FairVery GoodSatisfactoryGood3146.1
February 1993FairVery GoodSatisfactoryGood3149.5
January 1991FairExcellentSatisfactoryGood3149.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.607060700
Steel Protective Coatingsq. ft.1,21400789425
Steel Trusslinear ft.151014290
Steel Protective Coatingsq. ft.1,24000621,178
Steel Floor Beamlinear ft.6606600
Steel Protective Coatingsq. ft.2180022196
Substructure
Reinforced Concrete Abutmentlinear ft.105001050
Deck
Timber Decksq. ft.1,21694826800
Wearing Surfacessq. ft.1,20809422660
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.40004
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.40004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.151015100
Steel Protective Coatingsq. ft.302000302