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SR 20 over PED TRAIL

Jefferson County, Washington

Map

Coordinates:
+48.09125, -122.81600
48°05'29" N, 122°48'58" W

View more info at Bridgehunter.com

Facts

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

Name:	SR 20 over PED TRAIL
Structure number:	0005166A0000000
Location:	1.25 E JCT SR 19
Purpose:	Carries highway over pedestrian/bicycle trail
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	228.0 ft. `[69.5 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1956
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	4
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	17,467 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	76.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,283,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	17467	76.8
August 2015	Good	Good	Good	Good	16534	66.7
August 2013	Good	Good	Good	Good	16534	66.7
August 2011	Good	Good	Good	Good	16261	66.8
August 2009	Good	Good	Good	Good	17430	65.5
August 2007	Good	Good	Good	Good	16000	66.8
July 2005	Good	Good	Good	Good	16000	66.8
July 2003	Fair	Satisfactory	Good	Good	16000	76.6
May 2001	Fair	Satisfactory	Good	Good	16000	76.6
August 1999	Fair	Satisfactory	Good	Good	13030	75.1
October 1997	Fair	Satisfactory	Good	Good	13030	75.1
June 1995	Good	Good	Good	Good	13030	66.3
September 1993	Good	Good	Good	Good	8250	67.3
November 1991	Fair	Satisfactory	Satisfactory	Good	8250	77.4

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 Top Flange	sq. ft.	5,928	5,928	0	0	0
Wearing Surfaces	sq. ft.	5,902	0	5,902	0	0
Substructure
Reinforced Concrete Column	each	7	7	0	0	0
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Reinforced Concrete Pier Cap	linear ft.	81	81	0	0	0
Joints
Open Joint	linear ft.	52	0	0	0	52
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	456	456	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	456	456	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	5,902	5,902	0	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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