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S 1 FH 17 over WARM SPRINGS CREEK

Map

Coordinates:
+46.16350, -113.11725
46°09'49" N, 113°07'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S 1 FH 17 over WARM SPRINGS CREEK
Structure number:P00019016+09111
Location:7M W ANACONDA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:41.0 ft. [12.5 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,855 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:88.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodSatisfactorySatisfactory185588.0
January 2016FairFairSatisfactorySatisfactory141086.1
January 2014FairGoodSatisfactorySatisfactory141089.1
January 2012FairGoodSatisfactorySatisfactory141089.1
December 2009FairGoodSatisfactorySatisfactory136088.3
December 2007FairGoodSatisfactorySatisfactory221086.1
March 2006FairSatisfactorySatisfactorySatisfactory197087.8
May 2004FairSatisfactoryGoodSatisfactory210086.4
March 2002FairSatisfactoryGoodSatisfactory233085.8
April 2000FairSatisfactoryGoodSatisfactory180088.2
January 1998FairSatisfactoryGoodSatisfactory182088.1
February 1996FairSatisfactoryGoodSatisfactory213083.3
December 1993FairSatisfactoryGoodSatisfactory193982.7
April 1992FairSatisfactoryGoodGood176183.1
February 1990FairSatisfactoryGoodGood174283.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2101870230
Deck
Reinforced Concrete Top Flangesq. ft.1,6791,43224700
Wearing Surfacessq. ft.1,6791,679000
Substructure
Reinforced Concrete Abutmentlinear ft.1289919100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8282000
Steel Protective Coatingsq. ft.246246000