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SR 19 over CHIMACUM CREEK

Jefferson County, Washington

Map

Coordinates:
+48.01183, -122.77531
48°00'43" N, 122°46'31" W

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Facts

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

Name:	SR 19 over CHIMACUM CREEK
Structure number:	081786000000000
Location:	9.4 N JCT SR 104
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	33.1 ft. `[10.1 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	37.1 ft. `[11.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1916
Year reconstructed:	1953
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	8,456 `[as of 2012]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	55.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$502,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Good	Satisfactory	Satisfactory	8456	55.2
September 2016	Fair	Good	Satisfactory	Satisfactory	8456	55.0
September 2014	Fair	Good	Satisfactory	Satisfactory	8456	55.0
September 2012	Fair	Good	Satisfactory	Satisfactory	8910	54.8
September 2010	Fair	Good	Satisfactory	Satisfactory	8800	54.8
November 2008	Fair	Good	Satisfactory	Satisfactory	8314	55.1
December 2006	Fair	Good	Satisfactory	Satisfactory	6820	55.9
October 2004	Fair	Good	Satisfactory	Satisfactory	6820	55.9
October 2002	Fair	Good	Satisfactory	Satisfactory	6820	55.9
September 2000	Fair	Good	Satisfactory	Satisfactory	6810	55.9
August 1999	Good	Good	Good	Good	6810	36.3
August 1998	Good	Good	Good	Good	6810	36.3
October 1996	Fair	Good	Satisfactory	Good	6810	42.9
October 1994	Fair	Good	Satisfactory	Good	6810	43.1
January 1992	Good	Good	Good	Good	7000	43.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	66	66	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	330	330	0	0	0
Wearing Surfaces	sq. ft.	330	0	330	0	0
Superstructure
Reinforced Concrete Arch	linear ft.	33	28	4	1	0
Substructure
Reinforced Concrete Abutment	linear ft.	108	101	3	4	0
Reinforced Concrete Pile Cap/Footing	linear ft.	1	1	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	66	66	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	33	29	0	4	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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