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SUCKER CREEK ROAD over BIG WILLOW CREEK

Map

Coordinates:
+44.05278, -116.56250
44°03'10" N, 116°33'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SUCKER CREEK ROAD over BIG WILLOW CREEK
Structure number:000000000028425
Location:5.5N 12.8E NEW PLYMOUTH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1954
Year reconstructed:1995
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:62.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$659,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairGoodSatisfactoryFair562.0
June 2014FairGoodSatisfactoryFair565.2
June 2013FairGoodSatisfactoryFair565.2
June 2012FairGoodSatisfactoryFair565.1
June 2011FairGoodSatisfactoryFair565.1
June 2010FairGoodSatisfactoryFair565.1
June 2009FairGoodSatisfactorySatisfactory575.1
June 2008FairVery GoodSatisfactorySatisfactory575.1
June 2007FairVery GoodSatisfactorySatisfactory572.1
June 2006FairVery GoodSatisfactorySatisfactory572.1
June 2005FairVery GoodSatisfactorySatisfactory572.1
June 2004FairVery GoodSatisfactorySatisfactory572.1
June 2003FairVery GoodSatisfactorySatisfactory572.1
June 2002FairVery GoodSatisfactorySatisfactory572.1
June 2000FairVery GoodSatisfactorySatisfactory572.1
June 1999FairExcellentSatisfactorySatisfactory572.1
June 1998FairExcellentSatisfactorySatisfactory572.1
June 1996FairExcellentSatisfactorySatisfactory587.7
June 1994FairSatisfactorySatisfactorySatisfactory579.2
June 1992FairSatisfactorySatisfactorySatisfactory579.2
June 1990FairSatisfactorySatisfactorySatisfactory584.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2790231480
Steel Protective Coatingsq. ft.1,9531,953000
Substructure
Timber Columneach50320
Reinforced Concrete Abutmentlinear ft.76581800
Reinforced Concrete Pile Cap/Footinglinear ft.3803800
Timber Pier Caplinear ft.1611500
Deck
Corrugated or Orthotropic Decksq. ft.1,28178150000
Steel Protective Coatingsq. ft.500000500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.167167000
Steel Protective Coatingsq. ft.665665000