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ROUTES 6 & 15 over W OUTLET KENNEBEC RIV

Map

Coordinates:
+45.65206, -69.74468
45°39'07" N, 69°44'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTES 6 & 15 over W OUTLET KENNEBEC RIV
Structure number:3113
Location:1.3 MI S OF ROCKWOOD TL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:75.1 ft. [22.9 m]
Total length:152.9 ft. [46.6 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:960 [as of 2015]
Truck traffic:8% 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodVery GoodVery GoodVery Good96077.8
July 2014GoodVery GoodVery GoodVery Good93188.9
May 2012GoodVery GoodVery GoodVery Good94088.8
August 2010GoodVery GoodExcellentVery Good96788.7
July 2008GoodVery GoodExcellentVery Good97088.7
September 2006GoodVery GoodExcellentVery Good119287.9
February 2005GoodVery GoodExcellentVery Good132487.3
October 2002GoodExcellentExcellentExcellent135887.2
October 2000GoodVery GoodExcellentVery Good135087.2
October 1998FairGoodSatisfactoryFair135448.0
February 1997FairGoodSatisfactoryFair136454.6
July 1994FairGoodSatisfactoryFair136854.6
September 1992FairGoodSatisfactoryFair133954.6
July 1990FairGoodSatisfactorySatisfactory136557.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.612612000
Deck
Reinforced Concrete Decksq. ft.4,8874,887000
Substructure
Reinforced Concrete Abutmentlinear ft.6666000
Reinforced Concrete Pile Cap/Footinglinear ft.3333000
Steel Pileeach44000
Steel Protective Coatingsq. ft.9696000
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.306306000
Steel Protective Coatingsq. ft.918918000