US 101 over SOL DUC RIVER

Map

Coordinates:
+48.06953, -124.28525
48°04'10" N, 124°17'07" W

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

Name:	US 101 over SOL DUC RIVER
Structure number:	0002627B0000000
Location:	10.5 N JCT SR 110
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	160.1 ft. `[48.8 m]`
Total length:	248.0 ft. `[75.6 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1941
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,539 `[as of 2012]`
Truck traffic:	17% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 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:	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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	50.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,968,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Fair	Satisfactory	Good	3539	50.1
March 2015	Fair	Fair	Satisfactory	Good	3539	49.9
March 2013	Fair	Fair	Satisfactory	Good	3882	51.0
March 2011	Fair	Fair	Satisfactory	Good	3882	51.0
April 2009	Fair	Fair	Fair	Good	3643	40.0
May 2007	Fair	Fair	Fair	Good	3006	41.8
August 2005	Fair	Satisfactory	Satisfactory	Good	3006	49.8
August 2003	Fair	Satisfactory	Satisfactory	Good	3006	47.8
August 2001	Fair	Fair	Satisfactory	Good	3006	46.6
October 1999	Fair	Fair	Satisfactory	Good	2977	48.7
May 1997	Fair	Satisfactory	Satisfactory	Good	2977	48.0
April 1995	Fair	Satisfactory	Satisfactory	Good	2977	47.9
February 1993	Fair	Satisfactory	Satisfactory	Good	3325	47.1
August 1990	Fair	Satisfactory	Good	Good	3325	47.1

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.	1,120	1,120	0	0	0
Steel Stringer	linear ft.	800	800	0	0	0
Steel Protective Coating	sq. ft.	4,106	3,654	0	410	42
Deck
Reinforced Concrete Deck	sq. ft.	5,808	5,549	243	0	16
Wearing Surfaces	sq. ft.	5,808	0	5,791	16	1
Superstructure
Steel Truss	linear ft.	320	20	80	220	0
Steel Protective Coating	sq. ft.	16,425	14,619	0	1,642	164
Steel Floor Beam	linear ft.	208	208	0	0	0
Steel Protective Coating	sq. ft.	1,067	950	0	106	11
Steel Gusset Plate	each	32	32	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	64	64	0	0	0
Reinforced Concrete Pile	each	4	4	0	0	0
Reinforced Concrete Pier Cap	linear ft.	58	58	0	0	0
Joints
Open Joint	linear ft.	264	0	24	24	216
Bearings
Movable Bearing	each	2	2	0	0	0
Fixed Bearing	each	2	2	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	496	496	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	88	88	0	0	0