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SW ADMIRAL WAY over RAVINE, FAIRMOUNT AVE

Map

Coordinates:
+47.58116, -122.38247
47°34'52" N, 122°22'57" 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:60.0 ft. [18.3 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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,400 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:63.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$644,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201663.5FairSatisfactoryGoodSatisfactoryFO32400
May 201464.5FairSatisfactoryGoodSatisfactoryFO32400
May 201264.5GoodGoodVery GoodGoodFO29920
May 201164.5GoodGoodVery GoodGoodFO29920
April 201064.5GoodGoodVery GoodGoodFO29920
September 200864.5GoodGoodVery GoodGoodFO27100
December 200664.5GoodGoodGoodGoodFO27100
July 200564.5GoodGoodVery GoodGoodFO27100
April 200366.5GoodGoodVery GoodGood-25000
November 200266.5GoodGoodVery GoodGood-25000
May 200066.4GoodGoodVery GoodGood-13500
February 199966.4GoodGoodVery GoodGood-13500
January 199765.4GoodGoodVery GoodGood-11800
April 199561.2GoodVery GoodVery GoodVery Good-11800
March 199461.2GoodVery GoodVery GoodVery Good-11800
September 199261.2GoodVery GoodVery GoodVery Good-10900
September 199159.2GoodVery GoodVery GoodVery GoodFO10900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,4901,4400500
Steel Protective Coatingsq. ft.5,5525,18200370
Deck
Reinforced Concrete Decksq. ft.8,3448,3040040
Wearing Surfacessq. ft.8,34408,2440100
Substructure
Steel Columneach88000
Steel Protective Coatingsq. ft.2927002
Reinforced Concrete Abutmentlinear ft.7272000
Steel Pier Caplinear ft.1121020100
Steel Protective Coatingsq. ft.4173890028
Joints
Assembly with Sealeach168088800
Bearings
Elastomeric Bearingeach1010000
Fixed Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.298298000