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N FORK SPUR ROAD over N.FK.EAST RIVER

Map

Coordinates:
+48.37361, -116.82028
48°22'25" N, 116°49'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N FORK SPUR ROAD over N.FK.EAST RIVER
Structure number:000000000030135
Location:7.5 S. 2.0 E. COOLIN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1959
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:30 [as of 2015]
Truck traffic:33% of total traffic
Deck condition:Imminent Failure [1 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Imminent Failure [1 out of 9]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:22.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$351,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorImminent FailureSatisfactoryImminent Failure3022.5
August 2016PoorCriticalSatisfactoryCritical3022.5
August 2015PoorCriticalSatisfactoryCritical3022.5
August 2014PoorCriticalSatisfactoryCritical3022.5
August 2013PoorCriticalSatisfactoryCritical3022.5
August 2012PoorSatisfactorySatisfactoryCritical3028.2
August 2011PoorSatisfactorySatisfactoryCritical3028.2
August 2010PoorGoodSatisfactoryCritical3028.2
August 2009PoorGoodSatisfactoryCritical3028.2
August 2008PoorGoodSatisfactoryCritical3027.9
August 2007PoorGoodSatisfactoryCritical3027.9
August 2006PoorGoodSatisfactoryCritical3027.9
August 2005PoorGoodSatisfactoryCritical3027.9
August 2004PoorGoodSatisfactoryCritical3027.9
August 2003PoorGoodSatisfactoryCritical3027.9
August 2002PoorGoodSatisfactoryCritical3027.9
August 2000PoorGoodSatisfactoryCritical3027.9
August 1999PoorExcellentSatisfactoryCritical3027.9
August 1998PoorSeriousSatisfactoryCritical3022.0
August 1997PoorSeriousSatisfactoryCritical3022.0
August 1996PoorSeriousSatisfactoryCritical3022.0
August 1995PoorPoorGoodCritical3024.9
August 1994PoorFairGoodCritical3027.1
August 1993PoorSatisfactoryGoodCritical3028.2
August 1992PoorSatisfactoryGoodCritical3028.2
August 1991PoorSatisfactoryGoodCritical3023.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.115011500
Steel Protective Coatingsq. ft.885000885
Substructure
Timber Abutmentlinear ft.4000040
Deck
Timber Decksq. ft.4200113131176
Wearing Surfacessq. ft.260501041042