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US 101 over ELKHORN CR

Pacific County, Washington

Map

Coordinates:
+46.76858, -123.74883
46°46'07" N, 123°44'56" W

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Facts

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

Name:	US 101 over ELKHORN CR
Structure number:	0001331B0000000
Location:	5.7 N JCT SR 105
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	45.9 ft. `[14.0 m]`
Total length:	98.1 ft. `[29.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1929
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
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:	4,186 `[as of 2012]`
Truck traffic:	16% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 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 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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	43.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,568,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Satisfactory	Fair	Satisfactory	4186	43.8
May 2015	Fair	Satisfactory	Fair	Satisfactory	4186	43.5
May 2013	Fair	Satisfactory	Satisfactory	Fair	4378	43.5
May 2011	Fair	Satisfactory	Fair	Fair	4378	43.5
May 2009	Fair	Satisfactory	Fair	Fair	4219	43.5
June 2007	Fair	Satisfactory	Fair	Fair	3948	43.5
July 2005	Fair	Satisfactory	Fair	Fair	3948	43.5
July 2003	Fair	Satisfactory	Fair	Fair	3948	43.5
June 2002	Fair	Satisfactory	Fair	Fair	3948	43.5
March 2001	Fair	Satisfactory	Fair	Fair	3948	43.5
July 2000	Poor	Satisfactory	Fair	Poor	3909	27.5
October 1997	Poor	Good	Fair	Poor	3909	39.0
December 1995	Fair	Good	Fair	Satisfactory	3909	52.7
March 1993	Fair	Satisfactory	Fair	Fair	4150	34.5
October 1991	Fair	Satisfactory	Fair	Fair	3550	34.5

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
Reinforced Concrete Girder/Beam	linear ft.	392	291	100	1	0
Deck
Reinforced Concrete Deck	sq. ft.	2,352	2,352	0	0	0
Wearing Surfaces	sq. ft.	2,352	0	2,352	0	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	54	54	0	0	0
Reinforced Concrete Pile	each	8	0	8	0	0
Joints
Open Joint	linear ft.	54	0	0	0	54
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	196	196	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	196	151	15	30	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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