Share:

CATARACT CREEK RD over CATARACT CREEK 048

Map

Coordinates:
+46.30139, -112.25400
46°18'05" N, 112°15'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CATARACT CREEK RD over CATARACT CREEK 048
Structure number:L22015002+06001
Location:3M N BASIN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:48.2 ft. [14.7 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Skew angle:26°
Owner:County Highway Agency [02]
Year built:1909
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:74.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$54,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodGoodSatisfactory10074.1
June 2015FairGoodGoodSatisfactory10074.1
June 2013PoorGoodSatisfactoryPoor10053.7
June 2011PoorGoodSatisfactoryPoor10053.7
June 2009PoorGoodSatisfactoryPoor10053.7
May 2007PoorSatisfactorySatisfactoryPoor10053.7
April 2005PoorSatisfactorySatisfactoryPoor10053.7
June 2003PoorSatisfactorySatisfactoryPoor10053.7
April 2001PoorSatisfactorySatisfactoryPoor10053.7
May 1999PoorSatisfactorySatisfactoryPoor10053.7
August 1997PoorSatisfactorySatisfactoryPoor10053.7
September 1994FairSatisfactorySatisfactoryFair3167.9
June 1993FairSatisfactoryGoodGood3168.5
December 1990GoodGoodGoodGood3168.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.194194000
Substructure
Reinforced Concrete Abutmentlinear ft.105104100
Deck
Corrugated or Orthotropic Decksq. ft.8077594800
Wearing Surfacessq. ft.807807000
Steel Protective Coatingsq. ft.8077590048
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9696000
Steel Protective Coatingsq. ft.307307000