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FREMONT AVE N over SHIP CANAL

Map

Coordinates:
+47.64750, -122.34972
47°38'51" N, 122°20'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FREMONT AVE N over SHIP CANAL
Structure number:085283000000000
Location:3000 FREMONT AVE N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:242.1 ft. [73.8 m]
Total length:316.9 ft. [96.6 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1917
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Open Grating [3]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,129 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:55.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,101,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairGoodSatisfactorySatisfactory2812955.5
August 2017FairGoodSatisfactorySatisfactory2812955.5
August 2015FairGoodSatisfactoryGood2812957.2
August 2013FairGoodSatisfactoryGood4037554.4
August 2012FairGoodSatisfactoryGood4037554.4
March 2011FairGoodSatisfactoryGood4037554.4
September 2010FairGoodSatisfactoryGood4037554.4
July 2009FairGoodSatisfactoryGood4037554.4
May 2008FairGoodSatisfactoryGood3730055.1
May 2006FairGoodSatisfactoryGood3730055.1
April 2005FairGoodSatisfactoryGood3730055.1
October 2002FairVery GoodSatisfactoryGood3380055.9
May 2000FairGoodSatisfactoryGood3310056.0
October 1999FairGoodSatisfactoryVery Good3310056.0
October 1997FairGoodSatisfactoryVery Good3310056.0
July 1994GoodGoodVery GoodVery Good3310057.2
August 1992GoodGoodVery GoodVery Good3150057.5
August 1991GoodGoodVery GoodVery Good3150057.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.4,5684,568000
Steel Protective Coatingsq. ft.2,1682,168000
Deck
Reinforced Concrete Decksq. ft.3,5733,37300200
Superstructure
Steel Trusslinear ft.4844640200
Steel Protective Coatingsq. ft.2,2972,297000
Steel Floor Beamlinear ft.6886480400
Steel Protective Coatingsq. ft.326326000
Substructure
Reinforced Concrete Pier Walllinear ft.1601500100
Steel Pier Caplinear ft.100100000
Steel Protective Coatingsq. ft.4747000
Deck
Open Grid Decksq. ft.9,0729,072000
Joints
Open Jointlinear ft.120012000
Bearings
Movable Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.58648601000