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FARREL ST over HALF BREED CREEK 022

Map

Coordinates:
+46.40037, -108.54831
46°24'01" N, 108°32'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FARREL ST over HALF BREED CREEK 022
Structure number:L33019001+00001
Location:3M S ROUNDUP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1932
Year reconstructed:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:100 [as of 2003]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:59.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$186,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016PoorFairPoorPoor10059.6
September 2014PoorSatisfactoryFairPoor10060.6
September 2012PoorSatisfactoryFairPoor10060.6
September 2010PoorSatisfactoryFairPoor10060.6
September 2008PoorSatisfactoryFairPoor10060.6
October 2006PoorSatisfactoryFairPoor10060.6
November 2004PoorSatisfactorySatisfactoryPoor10060.6
January 2003PoorSatisfactorySatisfactoryPoor10060.6
July 2001PoorSatisfactorySatisfactoryPoor10060.6
August 1999FairSatisfactorySatisfactoryFair10076.6
February 1997FairSatisfactorySatisfactoryFair10074.6
March 1995FairVery GoodSatisfactorySatisfactory3185.4
February 1993FairVery GoodFairFair3176.5
January 1991FairSatisfactoryGoodGood3183.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.1,2171,1320850
Substructure
Timber Columneach2202020
Timber Abutmentlinear ft.46113500
Timber Pier Caplinear ft.1187430140
Deck
Timber Decksq. ft.2,0881,79629200
Wearing Surfacessq. ft.2,0882,0464200
Bridge Rail
Timber Bridge Raillinear ft.1513811300