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LEEMAN HWY over KENNEBEC RIVER

Map

Coordinates:
+43.91165, -69.80815
43°54'42" N, 69°48'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEEMAN HWY over KENNEBEC RIVER
Structure number:6388
Location:BATH-WOOLWICH TL
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:420.0 ft. [128.0 m]
Total length:2972.3 ft. [905.9 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance below bridge:72.2 ft. [22.0 m]
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:12
Main spans material:Concrete continuous [2]
Main spans design:Segmental box girder [21]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,982 [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:Basically intolerable requiring high priority of corrrective action [3]
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: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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:20.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodVery GoodVery GoodVery Good2398220.0
August 2016GoodVery GoodVery GoodVery Good2566872.0
September 2014GoodVery GoodVery GoodVery Good2494074.0
February 2014GoodVery GoodVery GoodVery Good2496774.0
January 2012GoodVery GoodVery GoodVery Good2481874.0
September 2010GoodVery GoodVery GoodVery Good2548074.0
November 2009GoodVery GoodVery GoodVery Good2542474.0
August 2008GoodVery GoodVery GoodVery Good2598074.0
October 2006GoodVery GoodVery GoodVery Good2705675.0
January 2005GoodVery GoodVery GoodVery Good2774674.0
September 2002GoodVery GoodVery GoodVery Good2570574.0
April 2001GoodExcellentExcellentExcellent2545073.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.5,9445,80014400
Deck
Reinforced Concrete Decksq. ft.192,648190,0002,64800
Substructure
Reinforced Concrete Pier Walllinear ft.2602501000
Reinforced Concrete Abutmentlinear ft.138130800
Reinforced Concrete Pier Caplinear ft.759750900
Joints
Open Jointlinear ft.276276000
Bearings
Movable Bearingeach2626000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8,0768,076000
Steel Protective Coatingsq. ft.8,0768,076000