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SWAMP ROAD over CAMAS CREEK

Map

Coordinates:
+43.27558, -115.04756
43°16'32" N, 115°02'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SWAMP ROAD over CAMAS CREEK
Structure number:000000000023865
Location:1.5 S. 0.3 E. HILL CITY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:13.1 ft. [4.0 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:40 [as of 2016]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:39.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$444,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorGoodFairPoor4039.9
June 2017PoorGoodFairPoor4039.9
June 2016PoorVery GoodFairPoor4039.9
June 2015PoorVery GoodFairPoor3039.9
June 2014PoorVery GoodFairPoor3039.9
June 2013PoorVery GoodFairPoor3039.9
June 2012PoorVery GoodFairPoor3039.9
June 2011PoorVery GoodFairPoor3047.7
June 2010PoorVery GoodFairPoor3047.7
June 2009PoorVery GoodFairPoor3047.7
June 2008PoorVery GoodFairPoor3047.7
June 2007PoorVery GoodFairPoor3047.7
June 2006PoorVery GoodFairPoor3047.7
June 2005PoorVery GoodFairPoor3047.7
June 2004PoorVery GoodFairPoor3047.7
June 2003PoorVery GoodFairPoor3047.7
June 2002PoorVery GoodFairPoor3047.7
June 2000FairVery GoodFairFair3063.7
June 1999FairFairFairFair3062.7
June 1998FairFairFairFair3062.7
June 1997FairFairFairFair3062.7
June 1996FairFairFairFair3062.7
June 1995FairFairFairFair3062.7
June 1994FairFairFairFair3062.7
June 1993FairFairFairFair3062.7
June 1992FairFairFairFair3062.7
June 1991FairFairSatisfactoryFair3062.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.9670872932
Substructure
Timber Columneach1601141
Timber Abutmentlinear ft.48035121
Timber Pier Caplinear ft.4804800
Deck
Corrugated or Orthotropic Decksq. ft.980979100
Steel Protective Coatingsq. ft.980979100