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FOX ISLD BR RD FI over HALE PASSAGE

Map

Coordinates:
+47.27993, -122.64772
47°16'48" N, 122°38'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FOX ISLD BR RD FI over HALE PASSAGE
Structure number:083461000000000
Location:0.1 S WARREN DR NW
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:120.1 ft. [36.6 m]
Total length:1950.2 ft. [594.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:County Highway Agency [02]
Year built:1954
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:20
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:6,725 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:7.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$127,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorFairFairPoor67257.6
April 2015PoorFairFairPoor68407.3
April 2013PoorFairFairPoor64007.3
June 2011FairFairSatisfactorySatisfactory640032.3
April 2009FairSatisfactoryGoodSatisfactory667533.3
August 2007FairSatisfactoryGoodSatisfactory600033.3
May 2005FairSatisfactoryGoodSatisfactory600033.3
September 2003FairSatisfactoryGoodSatisfactory600033.3
July 2001FairSatisfactoryGoodSatisfactory600033.3
April 1999GoodGoodGoodGood590033.3
July 1997FairSatisfactoryGoodGood590033.3
June 1994FairSatisfactoryGoodGood517944.5
April 1992GoodVery GoodGoodGood453444.5