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N 3000 E over S. BRANCH FALL RIVER CNL

Map

Coordinates:
+43.99333, -111.55806
43°59'36" N, 111°33'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N 3000 E over S. BRANCH FALL RIVER CNL
Structure number:000000000032095
Location:0.3 S. 0.9 E. CHESTER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1982
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2015]
Truck traffic:33% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:81.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$273,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodGoodFair3081.1
November 2014FairGoodGoodFair3081.1
November 2012FairGoodGoodFair3081.1
November 2010FairGoodGoodFair3081.1
November 2009FairGoodGoodFair3081.9
November 2008PoorGoodGoodPoor3065.9
November 2006GoodGoodGoodGood3092.9
November 2004GoodGoodGoodGood3092.9
November 2002GoodGoodGoodGood3092.9
November 2000GoodGoodGoodGood3092.9
November 1998GoodGoodGoodGood3092.9
November 1996GoodGoodGoodGood3092.9
November 1994GoodGoodGoodGood3092.9
November 1992GoodGoodGoodGood8092.8
November 1990GoodVery GoodVery GoodVery Good8092.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.151151000
Deck
Prestressed Concrete Top Flangesq. ft.646646000
Wearing Surfacessq. ft.602602000
Substructure
Reinforced Concrete Abutmentlinear ft.724214160
Reinforced Concrete Pile Cap/Footinglinear ft.56302600