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US 201 over ANDROSCOGGIN RIVER

Map

Coordinates:
+43.92110, -69.96581
43°55'16" N, 69°57'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 201 over ANDROSCOGGIN RIVER
Structure number:2016
Location:.2 MI N US 1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:310.1 ft. [94.5 m]
Total length:815.0 ft. [248.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1985
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:16,790 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Better than present minimum criteria [7]
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]
Pier/abutment protection:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorPoorPoorSatisfactory1679024.7
June 2016PoorPoorPoorSatisfactory2002625.2
April 2014FairFairFairSatisfactory1886051.4
December 2013FairFairFairSatisfactory1901451.4
May 2012FairFairFairSatisfactory1901451.4
November 2010FairFairFairGood1940051.3
September 2009FairFairFairGood1968851.3
February 2009FairFairFairSatisfactory2002049.2
February 2007FairSatisfactorySatisfactoryGood1894061.1
June 2004PoorSatisfactorySatisfactoryPoor1737339.8
January 2003PoorSatisfactorySatisfactoryPoor1933139.2
June 2000FairSatisfactoryGoodFair3162547.9
January 1999FairSatisfactoryGoodFair3079448.1
December 1996FairSatisfactoryGoodSatisfactory2784059.5
February 1995FairSatisfactoryGoodSatisfactory2947160.1
March 1993FairGoodGoodSatisfactory3034060.0
August 1990FairGoodGoodSatisfactory3034050.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.6,35606,35600
Steel Protective Coatingsq. ft.6,356006,3560
Deck
Reinforced Concrete Decksq. ft.6,86806,86800
Superstructure
Steel Trusslinear ft.1,61101,61100
Steel Protective Coatingsq. ft.1,611001,6110
Steel Floor Beamlinear ft.990009900
Steel Protective Coatingsq. ft.990009900
Steel Pin or Pin & Hangar Assemblyeach1201200
Steel Gusset Plateeach9009000
Steel Protective Coatingsq. ft.9009000
Substructure
Reinforced Concrete Pier Walllinear ft.107010700
Reinforced Concrete Abutmentlinear ft.112011200
Masonry Abutmentlinear ft.1901900
Deck
Concrete Filled Grid Decksq. ft.25,04825,048000
Joints
Strip Seal Jointlinear ft.9494000
Compression Jointlinear ft.3131000
Bearings
Movable Bearingeach60600
Steel Protective Coatingsq. ft.60060
Fixed Bearingeach60600
Steel Protective Coatingsq. ft.60060
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,4202,420000
Steel Protective Coatingsq. ft.2,42002,42000