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RIVERSIDE RANCH RD over JUDITH RIVER 012

Map

Coordinates:
+46.99090, -109.94156
46°59'27" N, 109°56'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERSIDE RANCH RD over JUDITH RIVER 012
Structure number:L23040000+02001
Location:3M W HOBSON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:83.3 ft. [25.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:51.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$149,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodFairFair10051.3
November 2014FairFairFairFair10050.3
November 2012FairFairFairFair10050.3
November 2010FairSatisfactoryFairFair10051.3
January 2009FairSatisfactoryFairFair10051.3
February 2007FairSatisfactorySatisfactoryFair10052.3
March 2005FairSatisfactorySatisfactoryFair10054.3
February 2003FairGoodSatisfactoryFair10054.3
June 2001FairGoodSatisfactoryFair10054.3
June 1999FairGoodSatisfactoryFair10050.3
November 1996FairGoodSatisfactoryFair10050.3
February 1995FairVery GoodSatisfactoryFair3150.3
February 1993FairVery GoodSatisfactoryFair3150.5
January 1991PoorGoodPoorFair3138.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.499115503340
Substructure
Masonry Pier Walllinear ft.56517340
Reinforced Concrete Abutmentlinear ft.89721340
Steel Pier Caplinear ft.161001610
Steel Protective Coatingsq. ft.269000269
Timber Pier Caplinear ft.39023160
Deck
Timber Decksq. ft.1,6681,668000
Wearing Surfacessq. ft.664664000