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SW ADMIRAL WAY over RAVINE, FAIRMOUNT AVE

Map

Coordinates:
+47.58111, -122.38222
47°34'52" N, 122°22'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SW ADMIRAL WAY over RAVINE, FAIRMOUNT AVE
Structure number:085166000000000
Location:Fairmount Ave SW
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:84.0 ft. [25.6 m]
Total length:297.9 ft. [90.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:59.1 ft. [18.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1949
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:32,400 [as of 2018]
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]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:63.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$644,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood3240063.8
May 2016FairSatisfactoryGoodSatisfactory3240063.5
May 2014FairSatisfactoryGoodSatisfactory3240064.5
May 2012GoodGoodVery GoodGood2992064.5
May 2011GoodGoodVery GoodGood2992064.5
April 2010GoodGoodVery GoodGood2992064.5
September 2008GoodGoodVery GoodGood2710064.5
December 2006GoodGoodGoodGood2710064.5
July 2005GoodGoodVery GoodGood2710064.5
April 2003GoodGoodVery GoodGood2500066.5
November 2002GoodGoodVery GoodGood2500066.5
May 2000GoodGoodVery GoodGood1350066.4
February 1999GoodGoodVery GoodGood1350066.4
January 1997GoodGoodVery GoodGood1180065.4
April 1995GoodVery GoodVery GoodVery Good1180061.2
March 1994GoodVery GoodVery GoodVery Good1180061.2
September 1992GoodVery GoodVery GoodVery Good1090061.2
September 1991GoodVery GoodVery GoodVery Good1090059.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4901,4400500
Steel Protective Coatingsq. ft.5,5525,18203700
Deck
Reinforced Concrete Decksq. ft.8,3448,3040040
Wearing Surfacessq. ft.8,34408,19450100
Substructure
Steel Columneach88000
Steel Protective Coatingsq. ft.2927011
Reinforced Concrete Abutmentlinear ft.7272000
Steel Pier Caplinear ft.1121020100
Steel Protective Coatingsq. ft.4173890271
Joints
Strip Seal Jointlinear ft.56046100
Bearings
Elastomeric Bearingeach2020000
Movable Bearingeach3030000
Fixed Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.298298000