US 101 over SOL DUC RIVER

Map

Coordinates:
+48.06619, -124.09750
48°03'58" N, 124°05'51" W

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

Name:	US 101 over SOL DUC RIVER
Structure number:	0003372B0000000
Location:	8.6 N JCT SR 113
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:	336.0 ft. `[102.4 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:	1948
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:	2,604 `[as of 2015]`
Truck traffic:	15% of total traffic
Deck condition:	Good `[7 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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	61.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$4,838,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Good	Satisfactory	Good	2604	61.3
June 2015	Fair	Good	Satisfactory	Good	2275	61.1
June 2013	Fair	Satisfactory	Satisfactory	Good	2495	61.0
June 2011	Fair	Satisfactory	Satisfactory	Good	2495	59.0
June 2009	Fair	Satisfactory	Satisfactory	Satisfactory	2149	55.1
July 2007	Fair	Satisfactory	Satisfactory	Satisfactory	2724	54.9
August 2005	Fair	Satisfactory	Satisfactory	Satisfactory	2724	54.9
August 2003	Fair	Satisfactory	Satisfactory	Satisfactory	2724	54.9
October 2001	Fair	Satisfactory	Satisfactory	Satisfactory	2724	55.9
October 1999	Poor	Satisfactory	Satisfactory	Serious	2698	12.3
September 1997	Poor	Satisfactory	Satisfactory	Serious	2698	7.2
April 1995	Fair	Satisfactory	Satisfactory	Good	2698	48.3
February 1993	Fair	Satisfactory	Satisfactory	Satisfactory	3079	48.1
November 1991	Fair	Satisfactory	Good	Satisfactory	3079	48.1

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.	704	703	0	1	0
Steel Stringer	linear ft.	1,120	1,119	0	1	0
Steel Protective Coating	sq. ft.	5,380	4,989	0	244	147
Deck
Reinforced Concrete Deck	sq. ft.	8,064	8,060	0	0	4
Wearing Surfaces	sq. ft.	8,064	0	8,064	0	0
Superstructure
Steel Truss	linear ft.	320	140	0	180	0
Steel Protective Coating	sq. ft.	15,372	14,257	0	697	418
Steel Floor Beam	linear ft.	270	269	0	1	0
Steel Protective Coating	sq. ft.	1,297	1,202	0	58	37
Steel Gusset Plate	each	32	32	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Reinforced Concrete Pile	each	12	11	0	1	0
Reinforced Concrete Pier Cap	linear ft.	60	60	0	0	0
Joints
Strip Seal Joint	linear ft.	48	0	0	0	48
Open Joint	linear ft.	216	0	0	0	216
Bearings
Movable Bearing	each	4	4	0	0	0
Fixed Bearing	each	2	2	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	320	320	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	352	352	0	0	0