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SHEEPSCOT/OLD COUN over SHEEPSCOT RIVER

Map

Coordinates:
+44.05084, -69.61175
44°03'03" N, 69°36'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHEEPSCOT/OLD COUN over SHEEPSCOT RIVER
Structure number:3899
Location:SHEEPSCOT VILLAGE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:57.1 ft. [17.4 m]
Total length:336.0 ft. [102.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,153 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodVery GoodVery Good115383.1
January 2016GoodVery GoodVery GoodVery Good131485.8
August 2014GoodVery GoodVery GoodVery Good130085.8
January 2013GoodVery GoodVery GoodVery Good100986.0
June 2010GoodVery GoodVery GoodVery Good103086.0
February 2009GoodVery GoodVery GoodVery Good116085.9
January 2007GoodExcellentExcellentExcellent107586.0
November 2003PoorSatisfactorySatisfactoryPoor95034.2
October 2001PoorSatisfactorySatisfactoryPoor103634.0
June 1999PoorSatisfactorySatisfactoryPoor100334.1
February 1998FairSatisfactorySatisfactoryFair122149.0
August 1995FairSatisfactorySatisfactoryFair119449.0
November 1993FairFairSatisfactoryFair115048.1
May 1991FairGoodGoodFair99058.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Top Flangesq. ft.9,4089,408000
Substructure
Reinforced Concrete Abutmentlinear ft.5656000
Steel Pileeach1616000
Steel Protective Coatingsq. ft.1616000
Reinforced Concrete Pier Caplinear ft.120120000