I-5 over TOUTLE R

Map 

Facts 

Name:	I-5 over TOUTLE R
Structure number:	0008335A0000000
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 not eligible for the National Register of Historic Places [5]
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:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	22,008 [as of 2007]
Truck traffic:	23% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
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]
Operating rating:	55.4 tons [50.4 metric tons]
Inventory rating:	32.7 tons [29.7 metric tons]
Sufficiency rating:	70.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$315,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	16,416 [as of 1994]
Truck traffic:	22% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
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]
Operating rating:	55.4 tons [50.4 metric tons]
Inventory rating:	32.7 tons [29.7 metric tons]
Sufficiency rating:	70.5
Estimated cost of work:	$315,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	16,000 [as of 1984]
Truck traffic:	15% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Good [7 out of 9]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	54.5 tons [49.5 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	52.8
Estimated cost of work:	$1,886,000

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