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STC3857;SND HOLLOW over 'A' LINE CANAL

Map

Coordinates:
+43.89333, -116.77556
43°53'36" N, 116°46'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC3857;SND HOLLOW over 'A' LINE CANAL
Structure number:000000000028505
Location:5.6S 2.2E NEW PLYMOUTH
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:27.9 ft. [8.5 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:77.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$115,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodGoodSatisfactory120077.4
October 2014FairGoodGoodSatisfactory120074.4
October 2012FairGoodGoodSatisfactory100086.1
October 2010FairGoodGoodSatisfactory120085.9
October 2008FairGoodGoodSatisfactory140085.7
October 2006FairVery GoodGoodSatisfactory110086.0
October 2004FairVery GoodGoodSatisfactory110086.0
October 2002FairVery GoodGoodSatisfactory100086.1
October 2000FairVery GoodGoodSatisfactory76086.3
October 1998FairVery GoodGoodSatisfactory76086.3
October 1996FairVery GoodGoodSatisfactory70093.9
October 1994FairVery GoodGoodSatisfactory70094.0
November 1992FairVery GoodGoodSatisfactory75093.9
November 1990GoodGoodGoodGood75080.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.167167000
Deck
Reinforced Concrete Decksq. ft.872872000
Wearing Surfacessq. ft.809809000
Substructure
Reinforced Concrete Abutmentlinear ft.102010200
Bearings
Movable Bearingeach66000
Steel Protective Coatingsq. ft.1212000
Fixed Bearingeach66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7979000
Steel Protective Coatingsq. ft.512512000