US 101 over HOQUIAM RIVER

Grays Harbor County, Washington

Map

Coordinates:
+46.97537, -123.87334
46°58'31" N, 123°52'24" W

View more info at Bridgehunter.com

Facts

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

Name:	US 101 over HOQUIAM RIVER
Structure number:	0001084A0000000
Location:	3.3 N JCT US 12
Purpose:	Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	200.1 ft. `[61.0 m]`
Total length:	1980.1 ft. `[603.5 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	25.6 ft. `[7.8 m]`
Vertical clearance above deck:	16.4 ft. `[5.0 m]`
Vertical clearance below bridge:	98.4 ft. `[30.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1928
Year reconstructed:	1948
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Movable - Bascule `[16]`
Deck type:	Open Grating `[3]`
Wearing surface:	Other `[9]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	12,984 `[as of 2012]`
Truck traffic:	6% 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]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	In place but in a deteriorated condition `[3]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	47.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$29,304,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Satisfactory	Fair	Satisfactory	12984	47.1
May 2015	Fair	Satisfactory	Fair	Satisfactory	12984	46.8
May 2013	Fair	Satisfactory	Fair	Satisfactory	13199	46.7
May 2011	Fair	Fair	Fair	Fair	13199	45.7
May 2009	Fair	Fair	Fair	-	13697	2.0
September 2007	Poor	Fair	Poor	Fair	7880	2.0
August 2005	Poor	-	Poor	Fair	7880	3.0
April 2004	Poor	Fair	Poor	Fair	7880	2.0
July 2003	Poor	Fair	Poor	Fair	7880	2.0
October 2002	Poor	Fair	Poor	Fair	7880	2.0
October 2001	Poor	Fair	Poor	Fair	7880	25.2
October 2000	Poor	Fair	Poor	Fair	7802	25.2
October 1999	Poor	Satisfactory	Poor	Fair	7802	24.5
June 1998	Fair	Good	Satisfactory	Fair	7802	41.5
October 1997	Fair	Satisfactory	Satisfactory	Fair	7802	41.5
March 1996	Fair	Satisfactory	Satisfactory	Fair	7802	41.9
August 1994	Poor	Satisfactory	Satisfactory	Poor	7802	25.3
November 1993	Poor	Satisfactory	Satisfactory	Poor	12303	23.5
July 1992	Poor	Satisfactory	Satisfactory	Poor	12303	23.5

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
Prestressed Concrete Girder/Beam	linear ft.	96	96	0	0	0
Reinforced Concrete Girder/Beam	linear ft.	384	369	0	15	0
Steel Stringer	linear ft.	4,015	3,915	0	100	0
Steel Protective Coating	sq. ft.	25,763	0	0	23,187	2,576
Deck
Reinforced Concrete Deck	sq. ft.	5,948	5,910	10	0	28
Superstructure
Steel Truss	linear ft.	1,010	73	0	937	0
Steel Protective Coating	sq. ft.	64,809	0	0	58,328	6,481
Steel Floor Beam	linear ft.	782	697	0	85	0
Steel Protective Coating	sq. ft.	5,017	0	0	4,516	501
Reinforced Concrete Floor Beam	linear ft.	420	420	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	35,360	35,360	0	0	0
Superstructure
Steel Gusset Plate	each	124	124	0	0	0
Substructure
Steel Column	each	17	16	0	1	0
Steel Protective Coating	sq. ft.	109	0	0	98	11
Reinforced Concrete Column	each	6	4	1	1	0
Timber Column	each	406	397	1	8	0
Reinforced Concrete Pier Wall	linear ft.	290	284	4	2	0
Timber Abutment	linear ft.	51	0	51	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	2	1	1	0	0
Reinforced Concrete Pile	each	6	1	0	5	0
Reinforced Concrete Pier Cap	linear ft.	2,430	2,428	2	0	0
Timber Pier Cap	linear ft.	2,280	1,553	712	15	0
Deck
Open Grid Deck	sq. ft.	4,010	3,998	0	12	0
Concrete Filled Grid Deck	sq. ft.	352	352	0	0	0
Joints
Pourable Joint	linear ft.	220	0	216	0	4
Open Joint	linear ft.	260	0	220	20	20
Assembly without Seal Joint	linear ft.	40	0	40	0	0
Bearings
Elastomeric Bearing	each	22	22	0	0	0
Movable Bearing	each	10	6	0	0	4
Enclosed/Concealed Bearing	each	4	4	0	0	0
Fixed Bearing	each	10	2	0	8	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,032	1,002	0	30	0
Reinforced Concrete Bridge Rail	linear ft.	2,924	2,923	0	1	0
Deck
Reinforced Concrete Slab	sq. ft.	35,360	35,359	0	1	0