I-5 over TOUTLE RIVER

Map

Coordinates:
+46.31039, -122.91389
46°18'37" N, 122°54'50" W

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

Name:	I-5 over TOUTLE RIVER
Structure number:	0008335B0000000
Location:	2.1 N JCT SR 504
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	304.1 ft. `[92.7 m]`
Total length:	309.1 ft. `[94.2 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	51.5 ft. `[15.7 m]`
Vertical clearance above deck:	22.3 ft. `[6.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1969
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Arch - Thru `[12]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	22,511 `[as of 2012]`
Truck traffic:	20% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 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:	Meets minimum tolerable limits to be left in place as is `[4]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	63.6
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$7,416,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Poor	Poor	Fair	Good	22511	63.6
March 2015	Poor	Poor	Fair	Good	22511	63.6
March 2013	Fair	Fair	Fair	Good	20205	70.1
March 2011	Fair	Fair	Fair	Good	20205	70.1
April 2009	Fair	Fair	Fair	Good	22008	69.8
April 2007	Fair	Satisfactory	Fair	Good	42919	67.3
March 2005	Fair	Satisfactory	Fair	Good	42919	67.3
April 2003	Fair	Satisfactory	Fair	Good	42919	67.3
March 2002	Fair	Satisfactory	Fair	Good	42919	68.3
March 2001	Fair	Satisfactory	Fair	Good	42919	68.3
July 2000	Fair	Satisfactory	Fair	Good	16416	71.6
September 1999	Fair	Satisfactory	Fair	Good	16416	71.6
August 1998	Fair	Satisfactory	Fair	Good	16416	71.6
November 1997	Fair	Satisfactory	Fair	Good	16416	71.6
May 1995	Poor	Satisfactory	Poor	Good	16416	56.9
October 1994	Poor	Satisfactory	Poor	Good	16416	56.9
November 1993	Poor	Satisfactory	Poor	Good	15050	57.1
November 1992	Poor	Satisfactory	Poor	Good	16000	52.8
September 1991	Poor	Poor	Poor	Good	16000	49.7

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	2,125	2,123	1	1	0
Steel Protective Coating	sq. ft.	17,909	17,065	0	482	362
Deck
Reinforced Concrete Deck	sq. ft.	14,832	14,243	576	0	13
Wearing Surfaces	sq. ft.	14,832	0	10,662	450	3,720
Superstructure
Steel Arch	linear ft.	608	608	0	0	0
Steel Protective Coating	sq. ft.	51,241	48,826	0	1,380	1,035
Steel Secondary Cable	each	20	20	0	0	0
Steel Floor Beam	linear ft.	605	583	22	0	0
Steel Protective Coating	sq. ft.	5,098	4,858	0	137	103
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	124	124	0	0	0
Reinforced Concrete Pier Cap	linear ft.	120	120	0	0	0
Joints
Strip Seal Joint	linear ft.	48	0	48	0	0
Pourable Joint	linear ft.	48	0	0	48	0
Open Joint	linear ft.	480	0	0	96	384
Bearings
Disk Bearing	each	4	4	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	618	618	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	618	618	0	0	0