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NESBITT LANE over SQUAW CREEK

Map

Coordinates:
+44.31333, -116.31167
44°18'48" N, 116°18'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NESBITT LANE over SQUAW CREEK
Structure number:000000000028185
Location:9.0 N. 0.2 W. OLA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1965
Year reconstructed:1998
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: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2015]
Truck traffic:33% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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 desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:58.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$395,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorFairSatisfactoryPoor3058.2
July 2016PoorSatisfactoryGoodPoor3059.2
July 2015PoorSatisfactoryGoodPoor3059.2
July 2014PoorSatisfactoryGoodPoor3048.1
July 2013PoorSatisfactoryGoodPoor3048.1
July 2012PoorSatisfactoryGoodPoor3048.0
July 2011PoorGoodGoodPoor3048.0
July 2010PoorGoodGoodPoor3048.0
July 2009PoorGoodGoodPoor3048.0
July 2008PoorGoodGoodPoor3048.0
July 2007FairGoodGoodFair3061.1
July 2006FairGoodGoodFair3061.1
July 2005FairGoodGoodFair3061.1
July 2004FairGoodGoodFair3061.1
July 2003FairVery GoodVery GoodFair3061.1
July 2002FairVery GoodVery GoodFair3061.1
July 2000FairVery GoodVery GoodFair3061.1
July 1999FairExcellentExcellentFair3061.1
July 1998PoorSeriousCriticalFair3024.3
July 1997PoorFairPoorFair3035.5
July 1996FairFairFairFair3047.6
July 1995FairFairFairFair3047.6
July 1994FairFairSatisfactoryFair3047.6
July 1993FairFairSatisfactoryFair3047.6
July 1992FairFairSatisfactoryFair3047.6
July 1991FairGoodGoodFair3048.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.208020800
Steel Protective Coatingsq. ft.1,0320001,032
Timber Girder/Beamlinear ft.20805450104
Substructure
Reinforced Concrete Abutmentlinear ft.5804819
Reinforced Concrete Pile Cap/Footinglinear ft.5800058
Deck
Timber Decksq. ft.5670542250
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8576900
Steel Protective Coatingsq. ft.2982680030