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N WASHINGTON ST over LITTLE ANDROSCOGGIN RIVE

Map

Coordinates:
+44.05968, -70.25288
44°03'35" N, 70°15'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N WASHINGTON ST over LITTLE ANDROSCOGGIN RIVE
Structure number:2625
Location:2.3 MI S 11,121
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:105.0 ft. [32.0 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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:8,930 [as of 2016]
Truck traffic:9% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:90.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodVery GoodVery GoodVery Good893090.1
December 2015GoodVery GoodExcellentExcellent838582.6
August 2014----1074465.0
August 2013PoorFairPoorFair1078722.2
October 2012PoorFairPoorFair1078722.2
December 2010FairSatisfactoryFairFair990938.2
November 2009FairSatisfactoryFairSatisfactory996938.2
February 2009FairSatisfactoryFairSatisfactory982838.2
November 2006FairSatisfactorySatisfactorySatisfactory1009048.2
July 2004FairSatisfactorySatisfactorySatisfactory1043347.9
December 2002FairSatisfactorySatisfactorySatisfactory1009047.9
November 2000FairSatisfactorySatisfactorySatisfactory904347.9
May 1998FairSatisfactorySatisfactorySatisfactory878046.9
December 1996FairSatisfactorySatisfactorySatisfactory758346.9
June 1994FairSatisfactorySatisfactoryGood710059.9
March 1993FairSatisfactorySatisfactoryGood676058.9
April 1990FairSatisfactorySatisfactoryGood793869.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0501,050000
Deck
Reinforced Concrete Decksq. ft.7,8337,833000
Substructure
Reinforced Concrete Abutmentlinear ft.9999000
Steel Pileeach66000
Steel Protective Coatingsq. ft.66000
Reinforced Concrete Pier Caplinear ft.4646000
Bearings
Elastomeric Bearingeach66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.215215000
Steel Protective Coatingsq. ft.215215000