STATE ROUTE 509 over PUYALLUP WATERWAY RR

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2013	Poor	Poor	Serious	Poor	2400	9.8
June 2011	Poor	Poor	Serious	Poor	2303	10.1
October 2009	Poor	Poor	Serious	Poor	2303	10.1
November 2007	Poor	Poor	Serious	Poor	15099	13.0
November 2005	Poor	Poor	Serious	Poor	15099	15.6
December 2004	Poor	Poor	Serious	Poor	15099	15.6
November 2003	Poor	Poor	Serious	Poor	15099	15.6
October 2001	Poor	Fair	Serious	Poor	15099	15.6
November 2000	Poor	Fair	Serious	Poor	15099	15.6
December 1997	Poor	Fair	Poor	Poor	15099	39.1
April 1995	Poor	Fair	Poor	Satisfactory	15099	28.8
November 1994	Poor	Fair	Poor	Satisfactory	15099	28.8
March 1993	Poor	Fair	Poor	Satisfactory	15950	28.3
December 1991	Poor	Fair	Poor	Satisfactory	15950	33.6

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	918	0	638	180	100
Steel Protective Coating	sq. ft.	8,918	0	5,257	3,661	0
Steel Stringer	linear ft.	798	0	598	100	100
Steel Protective Coating	sq. ft.	7,753	0	4,569	3,183	1
Deck
Reinforced Concrete Deck	sq. ft.	16,160	4,500	10,160	0	1,500
Superstructure
Steel Truss	linear ft.	532	0	25	282	225
Steel Protective Coating	sq. ft.	51,687	0	30,466	21,221	0
Steel Floor Beam	linear ft.	560	0	156	300	104
Steel Protective Coating	sq. ft.	5,440	0	3,206	2,233	1
Steel Gusset Plate	each	88	76	0	6	6
Substructure
Reinforced Concrete Pier Wall	linear ft.	160	0	100	60	0
Reinforced Concrete Abutment	linear ft.	42	42	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	4	2	0	2	0
Reinforced Concrete Pile	each	8	2	0	6	0
Reinforced Concrete Pier Cap	linear ft.	234	0	196	38	0
Deck
Open Grid Deck	sq. ft.	6,440	0	5,990	400	50
Joints
Open Joint	linear ft.	680	0	120	0	560
Bearings
Elastomeric Bearing	each	3	1	0	2	0
Movable Bearing	each	9	6	0	3	0
Fixed Bearing	each	17	7	0	10	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,144	686	0	208	250