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OLD COUNTY ROAD over SHEEPSCOTT*RIVER

Map

Coordinates:
+44.05046, -69.61083
44°03'02" N, 69°36'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD COUNTY ROAD over SHEEPSCOTT*RIVER
Structure number:1530
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:117.1 ft. [35.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance below bridge:9.8 ft. [3.0 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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

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: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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodVery GoodVery Good115379.3
October 2016GoodVery GoodVery GoodVery Good133879.2
May 2015GoodVery GoodVery GoodVery Good131482.0
April 2014GoodVery GoodVery GoodVery Good130082.0
August 2013GoodVery GoodVery GoodVery Good100982.2
April 2011GoodVery GoodVery GoodVery Good100382.2
June 2009GoodExcellentExcellentExcellent116082.1
January 2009GoodExcellentExcellentExcellent120082.1
February 2007GoodExcellentExcellentExcellent97382.3
July 2005PoorPoorGoodPoor96036.7
June 2003PoorPoorGoodPoor96036.3
October 2001PoorPoorGoodFair115349.9
June 1999PoorPoorGoodFair111650.0
February 1998FairFairGoodFair107652.1
August 1995FairFairGoodFair105251.3
February 1994FairFairGoodFair101351.4
May 1991PoorSatisfactoryGoodPoor100645.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.5656000
Reinforced Concrete Pileeach108200
Reinforced Concrete Pier Caplinear ft.5656000
Joints
Compression Jointlinear ft.4240200
Deck
Reinforced Concrete Slabsq. ft.4,2004,200000