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EASTLAKE AVE NE over PORTAGE BAY

Map 

Coordinates:
+47.65226, -122.32071
47°39'08" N, 122°19'15" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:EASTLAKE AVE NE over PORTAGE BAY
Structure number:085278000000000
Location:3200 EASTLAKE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:217.9 ft. [66.4 m]
Total length:291.0 ft. [88.7 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:75.8 ft. [23.1 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1915
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Open Grating [3]
Wearing surface:Other [9]

2010 Inspection 

Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:39,416 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$51,000,000

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:Very Good [8 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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.9
Estimated cost of work:$11,680,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:31,000 [as of 1988]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:33.7 tons [30.6 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.7
Recommended work:Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:$11,680,000