SR 530 over WHITE CREEK

Map 

Facts 

Name:	SR 530 over WHITE CREEK
Structure number:	000000QV0000000
Location:	7.9 N SNOHOMISH LN
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) [06]
Length of largest span:	40.0 ft. [12.2 m]
Total length:	80.1 ft. [24.4 m]
Roadway width between curbs:	27.9 ft. [8.5 m]
Deck width edge-to-edge:	29.9 ft. [9.1 m]
Owner:	State Highway Agency [01]
Year built:	1974
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	2
Main spans material:	Prestressed concrete [5]
Main spans design:	Channel beam [22]
Deck type:	Other [9]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,029 [as of 2007]
Truck traffic:	14% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	56.4 tons [51.3 metric tons]
Inventory rating:	32.7 tons [29.7 metric tons]
Sufficiency rating:	88.2
Estimated cost of work:	$57,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,281 [as of 1994]
Truck traffic:	21% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	56.4 tons [51.3 metric tons]
Inventory rating:	32.7 tons [29.7 metric tons]
Sufficiency rating:	89.0
Estimated cost of work:	$65,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	880 [as of 1984]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	35.6 tons [32.4 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	86.7
Estimated cost of work:	$228,000

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