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US 101 over PALIX RIVER

Pacific County, Washington

Map

Coordinates:
+46.61265, -123.91424
46°36'46" N, 123°54'51" W

Facts

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

Name:	US 101 over PALIX RIVER
Structure number:	0013639A0000000
Location:	13.6 N JCT SR 4
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	125.0 ft. `[38.1 m]`
Total length:	990.2 ft. `[301.8 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	39.0 ft. `[11.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1991
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	8
Main spans material:	Prestressed concrete continuous `[6]`
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: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,993 `[as of 2016]`
Truck traffic:	14% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	87.6
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$18,216,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Good	Good	Satisfactory	2993	87.6
April 2016	Fair	Good	Good	Satisfactory	2517	88.3
April 2014	Fair	Good	Good	Satisfactory	2517	88.3
April 2012	Fair	Good	Good	Satisfactory	2613	88.2
May 2010	Fair	Good	Good	Satisfactory	2671	88.1
May 2008	Fair	Good	Good	Satisfactory	2560	88.3
June 2006	Fair	Good	Good	Satisfactory	1964	90.2
November 2004	Fair	Good	Good	Satisfactory	1964	90.2
June 2002	Fair	Good	Good	Satisfactory	1964	90.2
August 2000	Fair	Good	Good	Satisfactory	1945	90.2
April 1998	Fair	Good	Good	Satisfactory	1945	90.2
November 1996	Good	Good	Good	Good	1945	80.0
November 1994	Good	Good	Very Good	Good	1945	78.6
March 1992	Good	-	Very Good	Very Good	30300	66.9

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
Prestressed Concrete Girder/Beam	linear ft.	4,950	4,950	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	35,640	35,640	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	162	162	0	0	0
Reinforced Concrete Pile	each	21	13	0	8	0
Reinforced Concrete Pier Cap	linear ft.	252	252	0	0	0
Joints
Pourable Joint	linear ft.	72	0	0	0	72
Assembly with Seal	each	72	0	72	0	0
Bearings
Movable Bearing	each	10	10	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,980	1,980	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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