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ROUTE 219 over WEST CHANN ANDROSCOGGIN

Map

Coordinates:
+44.34238, -70.18869
44°20'33" N, 70°11'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 219 over WEST CHANN ANDROSCOGGIN
Structure number:1474
Location:AT JCT ROUTE 108
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:138.1 ft. [42.1 m]
Total length:359.9 ft. [109.7 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:2008
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,461 [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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:73.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodVery GoodVery GoodVery Good346173.1
October 2015GoodVery GoodVery GoodVery Good325072.5
November 2014GoodVery GoodVery GoodVery Good308672.8
June 2013GoodVery GoodVery GoodVery Good309872.8
November 2012GoodVery GoodVery GoodVery Good309872.8
June 2011GoodVery GoodVery GoodVery Good311072.8
October 2010GoodExcellentExcellentExcellent315272.7
July 2009GoodExcellentExcellentExcellent317172.7
February 2009GoodExcellentExcellentExcellent293273.2
January 2008PoorPoorPoorSatisfactory29322.0
February 2007PoorPoorPoorSatisfactory30102.0
June 2005PoorFairPoorSatisfactory31682.0
August 2004FairFairFairSatisfactory321018.4
November 2003FairFairFairSatisfactory306518.4
November 2002FairFairFairSatisfactory292518.4
May 2001FairFairFairFair286216.4
January 2001FairFairFairFair286216.4
August 1999FairFairFairFair282016.4
August 1998PoorFairPoorFair27512.0
November 1997PoorFairPoorSerious15142.0
November 1995PoorGoodSatisfactorySerious14465.0
December 1993FairGoodSatisfactoryGood146738.3
September 1991Good-Very GoodVery Good132147.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1401,140000
Deck
Reinforced Concrete Decksq. ft.12,96012,960000
Substructure
Reinforced Concrete Pier Walllinear ft.7676000
Reinforced Concrete Abutmentlinear ft.9090000
Reinforced Concrete Pier Caplinear ft.7676000
Joints
Strip Seal Jointlinear ft.9090000
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.720720000
Steel Protective Coatingsq. ft.720720000