Share:

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:128.0 ft. [39.0 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:14.1 ft. [4.3 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]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:20.9 tons [19.0 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201767.2FairSatisfactorySatisfactorySatisfactoryFO52700
March 201574.3FairSatisfactorySatisfactorySatisfactory-44996
March 201351.5FairSatisfactorySatisfactorySatisfactoryFO56900
March 201151.5FairSatisfactorySatisfactorySatisfactoryFO56900
November 201051.5FairSatisfactorySatisfactorySatisfactoryFO56900
July 200952.6FairSatisfactorySatisfactorySatisfactoryFO50500
November 200853.8FairSatisfactorySatisfactorySatisfactoryFO50500
August 200694.2FairSatisfactorySatisfactoryGood-50500
April 200594.2FairSatisfactoryGoodGood-50500
June 200395.5FairSatisfactoryGoodGood-37200
September 200294.4FairFairGoodGood-37200
August 200094.4FairFairGoodGood-37200
April 199994.4FairFairGoodGood-37200
July 199894.4FairFairGoodGood-37200
February 199794.4FairFairGoodGood-37200
May 199595.1FairFairGoodGood-37200
June 199295.1FairFairGoodGood-37200
July 199195.1FairFairGoodGood-37200

Element Data

Source: National Bridge Elements dataset, 2016 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.131,559130,2391001,310
Substructure
Reinforced Concrete Columneach6868000
Reinforced Concrete Abutmentlinear ft.121121000
Reinforced Concrete Pier Caplinear ft.1,8891,69901900
Joints
Open Jointlinear ft.1,7850001,785
Bearings
Elastomeric Bearingeach674006740
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9,3699,2790900