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HIGGINS CREEK RD over SIXTOWN CREEK

Map

Coordinates:
+42.47069, -78.18053
42°28'14" N, 78°10'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HIGGINS CREEK RD over SIXTOWN CREEK
Structure number:000000002214830
Location:2.7 MI WEST OF HUME
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:58.4 ft. [17.8 m]
Total length:59.7 ft. [18.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1976
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:57 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:87.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,129,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairExcellentExcellentFair5787.0
May 2015FairExcellentExcellentFair6385.0
July 2014PoorFairPoorFair6344.3
July 2013PoorPoorPoorFair6042.3
August 2012PoorPoorSeriousFair6034.9
December 2010PoorPoorFairFair6360.7
December 2008PoorPoorFairFair12953.6
November 2006PoorPoorFairFair8065.7
November 2004PoorPoorFairFair8068.7
October 2002FairSatisfactoryFairSatisfactory8077.6
October 2000FairSatisfactoryFairSatisfactory8074.6
December 1998FairSatisfactoryFairSatisfactory8077.6
November 1996FairFairFairFair8078.5
December 1994PoorFairFairPoor8060.4
December 1992PoorSatisfactoryFairPoor8062.7
December 1990PoorSatisfactoryFairPoor8062.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.418418000
Substructure
Steel Pileeach83490340
Steel Protective Coatingsq. ft.1,5151,16503500
Steel Pier Caplinear ft.5454000
Steel Protective Coatingsq. ft.144144000
Deck
Timber Decksq. ft.1,5541,554000
Wearing Surfacessq. ft.1,4341,434000
Bearings
Elastomeric Bearingeach1414000
Bridge Rail
Timber Bridge Raillinear ft.120120000