Share:

STATE ROUTE 509 over PUYALLUP WATERWAY RR

Map

Coordinates:
+47.26056, -122.41972
47°15'38" N, 122°25'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ROUTE 509 over PUYALLUP WATERWAY RR
Structure number:0006069A0000000
Location:2.5 N JCT I-5
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:161.1 ft. [49.1 m]
Total length:571.9 ft. [174.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1911
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Open Grating [3]

Latest Available Inspection: June 2013

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,400 [as of 2010]
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:9.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$531,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2013PoorPoorSeriousPoor24009.8
June 2011PoorPoorSeriousPoor230310.1
October 2009PoorPoorSeriousPoor230310.1
November 2007PoorPoorSeriousPoor1509913.0
November 2005PoorPoorSeriousPoor1509915.6
December 2004PoorPoorSeriousPoor1509915.6
November 2003PoorPoorSeriousPoor1509915.6
October 2001PoorFairSeriousPoor1509915.6
November 2000PoorFairSeriousPoor1509915.6
December 1997PoorFairPoorPoor1509939.1
April 1995PoorFairPoorSatisfactory1509928.8
November 1994PoorFairPoorSatisfactory1509928.8
March 1993PoorFairPoorSatisfactory1595028.3
December 1991PoorFairPoorSatisfactory1595033.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9180638180100
Steel Protective Coatingsq. ft.8,91805,2573,6610
Steel Stringerlinear ft.7980598100100
Steel Protective Coatingsq. ft.7,75304,5693,1831
Deck
Reinforced Concrete Decksq. ft.16,1604,50010,16001,500
Superstructure
Steel Trusslinear ft.532025282225
Steel Protective Coatingsq. ft.51,687030,46621,2210
Steel Floor Beamlinear ft.5600156300104
Steel Protective Coatingsq. ft.5,44003,2062,2331
Steel Gusset Plateeach8876066
Substructure
Reinforced Concrete Pier Walllinear ft.1600100600
Reinforced Concrete Abutmentlinear ft.4242000
Reinforced Concrete Pile Cap/Footinglinear ft.42020
Reinforced Concrete Pileeach82060
Reinforced Concrete Pier Caplinear ft.2340196380
Deck
Open Grid Decksq. ft.6,44005,99040050
Joints
Open Jointlinear ft.68001200560
Bearings
Elastomeric Bearingeach31020
Movable Bearingeach96030
Fixed Bearingeach1770100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1446860208250