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SR 4 over KLINTS CREEK

Wahkiakum County, Washington

Map

Coordinates:
+46.35872, -123.56553
46°21'31" N, 123°33'56" W

Facts

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

Name:	SR 4 over KLINTS CREEK
Structure number:	0002331B0000000
Location:	14.6 E JCT SR 401
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	17.1 ft. `[5.2 m]`
Total length:	154.9 ft. `[47.2 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	30.5 ft. `[9.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1938
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	9
Main spans material:	Wood or timber `[7]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,198 `[as of 2016]`
Truck traffic:	15% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	51.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,674,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Good	Good	Fair	1198	51.2
August 2015	Fair	Good	Good	Fair	1145	49.8
August 2013	Fair	Good	Good	Fair	1145	49.8
August 2011	Fair	Good	Good	Fair	1147	49.8
August 2009	Poor	Good	Good	Poor	1641	39.6
August 2007	Fair	Good	Good	Fair	1428	50.6
November 2005	Fair	Good	Good	Fair	1428	49.6
September 2003	Fair	Good	Good	Fair	1428	50.6
September 2002	Fair	Good	Good	Fair	1428	50.6
July 2001	Fair	Good	Good	Fair	1428	48.6
August 2000	Fair	Good	Good	Fair	1428	48.6
June 1998	Fair	Good	Good	Fair	1265	50.6
July 1997	Fair	Good	Good	Fair	1265	36.5
November 1995	Fair	Good	Good	Fair	1265	36.5
November 1994	Poor	Good	Good	Poor	1265	21.5
February 1992	Fair	Good	Good	Satisfactory	1675	46.5

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
Timber Girder/Beam	linear ft.	2,480	2,480	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,720	3,708	11	0	1
Substructure
Reinforced Concrete Abutment	linear ft.	82	82	0	0	0
Timber Pile	each	50	47	1	1	1
Timber Pier Cap	linear ft.	320	320	0	0	0
Joints
Pourable Joint	linear ft.	48	0	48	0	0
Open Joint	linear ft.	192	0	96	72	24
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	310	310	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	155	155	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1588947