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FAUNTLEROY WAY over ADMIRAL WAY, AVALON WAY

Map

Coordinates:
+47.57167, -122.36806
47°34'18" N, 122°22'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAUNTLEROY WAY over ADMIRAL WAY, AVALON WAY
Structure number:085192000000000
Location:Fauntleroy Way & 35th Ave
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:12.8 ft. [3.9 m]
Total length:3123.2 ft. [951.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:55°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:38
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:52,700 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:67.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$11,380,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory5270067.2
March 2015FairSatisfactorySatisfactorySatisfactory4499674.3
March 2013FairSatisfactorySatisfactorySatisfactory5690051.5
March 2011FairSatisfactorySatisfactorySatisfactory5690051.5
November 2010FairSatisfactorySatisfactorySatisfactory5690051.5
July 2009FairSatisfactorySatisfactorySatisfactory5050052.6
November 2008FairSatisfactorySatisfactorySatisfactory5050053.8
August 2006FairSatisfactorySatisfactoryGood5050094.2
April 2005FairSatisfactoryGoodGood5050094.2
June 2003FairSatisfactoryGoodGood3720095.5
September 2002FairFairGoodGood3720094.4
August 2000FairFairGoodGood3720094.4
April 1999FairFairGoodGood3720094.4
July 1998FairFairGoodGood3720094.4
February 1997FairFairGoodGood3720094.4
May 1995FairFairGoodGood3720095.1
June 1992FairFairGoodGood3720095.1
July 1991FairFairGoodGood3720095.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.32,77430,07402,7000
Deck
Reinforced Concrete Decksq. ft.131,559131,0492000310
Substructure
Reinforced Concrete Columneach6868000
Reinforced Concrete Abutmentlinear ft.121121000
Reinforced Concrete Pier Caplinear ft.1,8891,5991001900
Joints
Assembly with Sealeach112011002
Open Jointlinear ft.1,7850001,785
Bearings
Elastomeric Bearingeach674674000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9,3699,2790900