EASTLAKE AVE NE over NE PACIFIC ST/E 40TH ST

Map 

Facts 

Name:	EASTLAKE AVE NE over NE PACIFIC ST/E 40TH ST
Structure number:	085277000000000
Location:	3800 Eastlake Ave
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	132.9 ft. [40.5 m]
Total length:	975.1 ft. [297.2 m]
Roadway width between curbs:	58.1 ft. [17.7 m]
Deck width edge-to-edge:	75.1 ft. [22.9 m]
Vertical clearance above deck:	18.0 ft. [5.5 m]
Vertical clearance below bridge:	13.1 ft. [4.0 m]
Skew angle:	29°
Owner:	City or Municipal Highway Agency [04]
Year built:	1930
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 18 / H 20 [4]
Number of main spans:	7
Main spans material:	Steel continuous [4]
Main spans design:	Truss - Deck [09]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	39,416 [as of 2010]
Truck traffic:	5% 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:	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:	60.4 tons [54.9 metric tons]
Inventory rating:	36.6 tons [33.3 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	89.1
Estimated cost of work:	$3,829,000

2000 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	30,500 [as of 1996]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 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:	60.4 tons [54.9 metric tons]
Inventory rating:	36.6 tons [33.3 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	90.4
Estimated cost of work:	$3,829,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	31,000 [as of 1988]
Truck traffic:	5% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 out of 9]
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:	28.7 tons [26.1 metric tons]
Sufficiency rating:	88.8
Estimated cost of work:	$3,829,000

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