W24-E&W580 CONNCTR over I 580,SR 24,MACARTHUR,


+37.82550, -122.27232
37°49'32" N, 122°16'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W24-E&W580 CONNCTR over I 580,SR 24,MACARTHUR,
Structure number:33 0305F
Purpose:Carries highway overpass (third level) over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:142.1 ft. [43.3 m]
Total length:5131.2 ft. [1563.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:55
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:47,500 [as of 1998]
Truck traffic:2% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:76.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$31,668,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodGoodGood4750076.6
July 2014GoodGoodVery GoodGood4750076.6
July 2012FairSatisfactoryGoodGood4750076.6
July 2010FairSatisfactoryGoodGood4750076.6
August 2008PoorSeriousGoodGood4750071.2
August 2006PoorSeriousGoodGood4750060.1
August 2004PoorSeriousGoodGood4750060.1
August 2002PoorSeriousGoodGood4750065.4
December 2000PoorSeriousGoodGood4750065.4
November 1998PoorSeriousGoodGood4750065.4
September 1996FairFairGoodGood4750067.8
August 1992GoodGoodGoodGood4750070.1
September 1991GoodGoodGoodGood4750070.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Closed Web/Box Girderlinear ft.1,5641,40315650
Reinforced Concrete Top Flangesq. ft.18,87018,8601000
Concrete Protective Coatingsq. ft.16,97016,970000
Reinforced Concrete Columneach3103100
Reinforced Concrete Pier Walllinear ft.3030000
Reinforced Concrete Abutmentlinear ft.4040000
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.5858000
Pourable Jointlinear ft.8484000
Compression Jointlinear ft.187187000
Enclosed/Concealed Bearingeach1818000
Bridge Rail
Other Material Bridge Raillinear ft.3,1413,141000