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WESTON-FAIRVIEW RD over BEAR RIVER;E.WESTON BR.

Franklin County, Idaho

Map

Coordinates:
+42.02970, -111.92170
42°01'47" N, 111°55'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTON-FAIRVIEW RD over BEAR RIVER;E.WESTON BR.
Structure number:000000000023360
Location:0.8 S. 3.3 E. WESTON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:35.1 ft. [10.7 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:19°
Owner:County Highway Agency [02]
Year built:1956
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:110 [as of 2016]
Truck traffic:45% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:62.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$11,485,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorFairFairPoor11062.6
April 2017PoorSatisfactoryPoorPoor11063.6
April 2016PoorSatisfactoryPoorPoor11063.6
April 2015PoorSatisfactoryPoorPoor11063.6
April 2014PoorSatisfactoryPoorPoor11063.6
April 2013PoorSatisfactoryPoorPoor11063.6
April 2011FairSatisfactoryFairFair11079.7
April 2009FairSatisfactorySatisfactorySatisfactory7089.7
April 2007FairSatisfactorySatisfactorySatisfactory60077.8
April 2005FairSatisfactorySatisfactorySatisfactory60077.8
April 2003FairSatisfactoryGoodSatisfactory60077.8
April 2001FairSatisfactoryGoodSatisfactory60077.8
April 1999FairSatisfactoryGoodSatisfactory35079.0
April 1997FairSatisfactoryGoodSatisfactory35079.0
April 1995FairSatisfactoryGoodSatisfactory35078.0
April 1993FairSatisfactoryGoodSatisfactory35078.0
April 1992FairSatisfactoryGoodSatisfactory35078.0
April 1991FairSatisfactoryGoodSatisfactory35078.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,2241,219050
Deck
Reinforced Concrete Top Flangesq. ft.4,6503,4721,17620
Wearing Surfacessq. ft.4,3004,15015000
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.8576900
Timber Pileeach46182170
Reinforced Concrete Pier Caplinear ft.106040660
Joints
Pourable Jointlinear ft.112000112
Bearings
Movable Bearingeach70560140
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.351033696
Steel Protective Coatingsq. ft.1,512001,5120