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ANDREWS AVE over CASCO BAY

Map

Coordinates:
+43.69221, -70.23695
43°41'32" N, 70°14'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANDREWS AVE over CASCO BAY
Structure number:5600
Location:.2 MI E JCT US 1
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance below bridge:3.3 ft. [1.0 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,129 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:21.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairVery GoodSatisfactoryVery Good112921.9
June 2017FairVery GoodSatisfactoryVery Good112921.9
November 2016FairExcellentSatisfactoryExcellent123221.9
June 2015FairExcellentSatisfactoryExcellent118421.9
January 2015PoorPoorPoorPoor11606.0
February 2014PoorPoorPoorPoor44112.0
January 2012PoorPoorPoorPoor44644.1
January 2010PoorPoorPoorPoor48243.5
May 2007PoorPoorPoorFair49043.3
January 2006PoorPoorPoorFair98630.8
October 2003PoorPoorFairFair98931.8
May 2001PoorPoorSatisfactoryFair96831.8
December 1999FairSatisfactorySatisfactoryFair94734.8
September 1997FairSatisfactorySatisfactorySatisfactory91744.8
July 1995FairSatisfactoryGoodGood88547.3
June 1993FairSatisfactoryGoodGood94946.4
May 1992GoodGoodGoodGood94146.5
April 1989GoodGoodVery GoodGood89953.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.20410110300
Steel Protective Coatingsq. ft.2041792500
Timber Girder/Beamlinear ft.2,2222,02220000
Steel Floor Beamlinear ft.270270000
Steel Protective Coatingsq. ft.2702502000
Substructure
Reinforced Concrete Abutmentlinear ft.5454000
Timber Pileeach2001244
Timber Pier Caplinear ft.108054540
Deck
Timber Decksq. ft.2,7242,724000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.204204000
Steel Protective Coatingsq. ft.20410410000