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US 2 over SULTAN RIVER

Map

Coordinates:
+47.86060, -121.82131
47°51'38" N, 121°49'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 2 over SULTAN RIVER
Structure number:0002580A0000000
Location:7.1 E JCT SR 203
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:240.2 ft. [73.2 m]
Total length:589.9 ft. [179.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,703 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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: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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:47.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,440,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactoryGood1970347.3
March 2016FairSatisfactorySatisfactoryGood1935947.0
April 2014FairSatisfactorySatisfactoryGood1935947.0
March 2012FairSatisfactorySatisfactoryGood2003146.0
March 2010FairSatisfactorySatisfactoryGood1992344.5
April 2008FairSatisfactorySatisfactorySatisfactory1980244.5
May 2006FairSatisfactorySatisfactorySatisfactory2045644.5
May 2004FairSatisfactorySatisfactorySatisfactory2045644.5
March 2003FairSatisfactorySatisfactorySatisfactory2045644.5
May 2001FairGoodSatisfactorySatisfactory2045644.5
April 1999FairGoodSatisfactoryFair2045629.0
March 1997FairGoodSatisfactoryFair969130.8
April 1995FairGoodSatisfactorySatisfactory969140.8
May 1993FairGoodSatisfactorySatisfactory530043.8
May 1991FairSatisfactorySatisfactorySatisfactory835040.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,4001,400000
Steel Stringerlinear ft.1,2001,200000
Steel Protective Coatingsq. ft.7,1236,911019319
Deck
Reinforced Concrete Decksq. ft.14,16014,0916900
Wearing Surfacessq. ft.14,160014,16000
Superstructure
Steel Trusslinear ft.48030001800
Steel Protective Coatingsq. ft.28,49427,644077278
Steel Floor Beamlinear ft.216216000
Steel Protective Coatingsq. ft.1,2821,2440344
Steel Gusset Plateeach3232000
Substructure
Reinforced Concrete Columneach4847010
Reinforced Concrete Abutmentlinear ft.22000
Reinforced Concrete Pileeach44000
Reinforced Concrete Pier Caplinear ft.7674020
Joints
Open Jointlinear ft.288028800
Bearings
Movable Bearingeach22000
Fixed Bearingeach22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1801,1600200