US 101 over CALAWAH RIVER

Map

Coordinates:
+47.95961, -124.39275
47°57'35" N, 124°23'34" W

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

Name:	US 101 over CALAWAH RIVER
Structure number:	0002396A0000000
Location:	7.8 N JEFFERSON CO
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	170.0 ft. `[51.8 m]`
Total length:	264.1 ft. `[80.5 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1938
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:	5,529 `[as of 2012]`
Truck traffic:	15% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	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:	45.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,590,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Satisfactory	Satisfactory	Satisfactory	5529	45.2
March 2015	Fair	Satisfactory	Satisfactory	Satisfactory	5529	44.9
March 2013	Fair	Satisfactory	Satisfactory	Satisfactory	6065	42.8
March 2011	Fair	Satisfactory	Satisfactory	Satisfactory	6065	42.8
April 2009	Fair	Satisfactory	Fair	Satisfactory	5907	30.8
May 2007	Fair	Satisfactory	Fair	Satisfactory	8558	30.8
May 2005	Fair	Satisfactory	Fair	Satisfactory	8558	30.8
August 2003	Fair	Satisfactory	Fair	Satisfactory	8558	30.8
August 2001	Fair	Satisfactory	Fair	Satisfactory	8558	35.9
October 1999	Fair	Satisfactory	Fair	Good	8474	35.9
April 1997	Fair	Satisfactory	Fair	Good	8474	32.5
April 1995	Fair	Satisfactory	Fair	Good	8474	32.5
February 1993	Fair	Satisfactory	Fair	Good	5400	32.5
October 1990	Fair	Good	Satisfactory	Good	5400	42.5

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.	376	375	0	1	0
Steel Stringer	linear ft.	850	830	0	20	0
Steel Protective Coating	sq. ft.	45,271	24,011	0	18,981	2,279
Deck
Reinforced Concrete Deck	sq. ft.	6,336	6,310	20	0	6
Wearing Surfaces	sq. ft.	6,336	0	6,336	0	0
Superstructure
Steel Truss	linear ft.	340	130	0	210	0
Steel Protective Coating	sq. ft.	181,085	96,047	0	75,926	9,112
Steel Floor Beam	linear ft.	228	203	0	25	0
Steel Protective Coating	sq. ft.	12,143	6,440	0	5,091	612
Steel Gusset Plate	each	32	32	0	0	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Pier Wall	linear ft.	51	51	0	0	0
Reinforced Concrete Abutment	linear ft.	51	51	0	0	0
Joints
Open Joint	linear ft.	216	0	216	0	0
Assembly without Seal Joint	linear ft.	48	0	0	24	24
Bearings
Movable Bearing	each	2	2	0	0	0
Fixed Bearing	each	2	0	0	2	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	528	528	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	94	79	0	15	0