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SR 3 over GOLDSBOROUGH CREEK

Mason County, Washington

Map

Coordinates:
+47.20922, -123.10081
47°12'33" N, 123°06'03" W

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Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	SR 3 over GOLDSBOROUGH CREEK
Structure number:	0000729A0000000
Location:	2.4 N JCT US 101
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	57.1 ft. `[17.4 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	33.5 ft. `[10.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1923
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Thru `[12]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	16,787 `[as of 2012]`
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 minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	62.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,049,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Satisfactory	Satisfactory	Good	16787	62.1
May 2015	Fair	Satisfactory	Satisfactory	Good	16787	61.8
May 2013	Fair	Satisfactory	Fair	Good	17065	52.3
May 2011	Fair	Satisfactory	Fair	Good	17065	51.3
June 2009	Fair	Satisfactory	Fair	Good	17872	51.1
September 2007	Fair	Satisfactory	Fair	Good	18538	50.0
September 2005	Fair	Satisfactory	Fair	Good	18538	50.0
December 2003	Fair	Satisfactory	Fair	Good	18538	50.0
April 2001	Fair	Satisfactory	Fair	Good	18538	50.0
June 1999	Fair	Satisfactory	Fair	Good	18538	50.0
April 1997	Fair	Satisfactory	Fair	Good	20500	47.7
March 1995	Fair	Satisfactory	Fair	Good	20500	42.2
September 1993	Fair	Satisfactory	Fair	Good	12250	43.5
May 1991	Fair	Satisfactory	Fair	Good	12250	45.3

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Reinforced Concrete Deck	sq. ft.	1,368	1,288	80	0	0
Wearing Surfaces	sq. ft.	1,368	0	1,368	0	0
Superstructure
Reinforced Concrete Arch	linear ft.	114	104	8	2	0
Reinforced Concrete Floor Beam	linear ft.	150	107	42	1	0
Substructure
Reinforced Concrete Abutment	linear ft.	115	115	0	0	0
Joints
Open Joint	linear ft.	67	0	67	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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