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SR 409 over COLUMBIA R PUGET ISLAND

Map

Coordinates:
+46.19125, -123.38514
46°11'28" N, 123°23'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 409 over COLUMBIA R PUGET ISLAND
Structure number:0002377A0000000
Location:2.8 N FERRY DOCK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:420.0 ft. [128.0 m]
Total length:2615.3 ft. [797.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:59.1 ft. [18.0 m]
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,911 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Fair [5 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 minimum criteria [6]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:38.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$27,196,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorSeriousFairSatisfactory191138.8
October 2015PoorSeriousFairSatisfactory192438.5
October 2013PoorPoorSatisfactorySatisfactory192439.5
October 2011FairSatisfactorySatisfactorySatisfactory233039.5
October 2009FairSatisfactorySatisfactorySatisfactory240939.5
October 2007FairSatisfactorySatisfactorySatisfactory238739.5
December 2005FairFairSatisfactoryFair220037.9
October 2003FairSatisfactorySatisfactoryFair220038.9
October 2001FairSatisfactorySatisfactoryFair220038.9
September 1999FairSatisfactorySatisfactoryFair220038.9
July 1998FairSatisfactorySatisfactoryFair220038.9
December 1997FairSatisfactorySatisfactoryFair220034.5
April 1995FairGoodSatisfactorySatisfactory220044.5
May 1993GoodGoodGoodGood225044.5
November 1990GoodGoodGoodGood129444.5