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E&W80-E580 CONNCTR over UP RR,BNSF RY,AMTRAK,ETC

Map

Coordinates:
+37.82652, -122.28749
37°49'35" N, 122°17'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E&W80-E580 CONNCTR over UP RR,BNSF RY,AMTRAK,ETC
Structure number:33 0061L
Location:04-ALA-580-46.50L-OAK
Purpose:Carries highway overpass (third level) over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:122.1 ft. [37.2 m]
Total length:3996.3 ft. [1218.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:55
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:55,000 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$43,760,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairGoodGood5500078.1
May 2015GoodGoodGoodVery Good22000072.1
August 2013FairSatisfactoryFairSatisfactory22000061.1
May 2011FairFairFairSatisfactory22000060.1
May 2009FairFairFairSatisfactory10000060.1
May 2007FairFairFairSatisfactory10000060.1
January 2006FairFairFairSatisfactory10000060.1
January 2005FairFairFairSatisfactory10000066.9
May 2003PoorCriticalSatisfactorySatisfactory10000075.1
May 2001FairFairSatisfactorySatisfactory13380074.1
December 2000PoorCriticalSatisfactorySatisfactory13380072.1
February 1999FairFairGoodGood13380076.1
March 1998FairFairGoodGood13380076.1
May 1994FairFairSatisfactoryFair14185064.9
June 1992FairFairSatisfactoryFair12500065.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.5765065650
Steel Girder/Beamlinear ft.7,2067,204200
Steel Protective Coatingsq. ft.42,52942,529000
Reinforced Concrete Girder/Beamlinear ft.2,5872,580520
Deck
Reinforced Concrete Decksq. ft.15,57111,6693,89930
Wearing Surfacessq. ft.13,42013,420000
Reinforced Concrete Top Flangesq. ft.9,2507,2132,011260
Wearing Surfacessq. ft.8,3158,315000
Substructure
Steel Columneach55000
Steel Protective Coatingsq. ft.568568000
Reinforced Concrete Columneach2929000
Reinforced Concrete Abutmentlinear ft.3029010
Reinforced Concrete Pileeach55000
Steel Pier Caplinear ft.681681000
Steel Protective Coatingsq. ft.1,66001,66000
Reinforced Concrete Pier Caplinear ft.456456000
Joints
Strip Seal Jointlinear ft.66000
Pourable Jointlinear ft.1,3221,322000
Compression Jointlinear ft.180180000
Assembly with Sealeach1212000
Bearings
Elastomeric Bearingeach507507000
Enclosed/Concealed Bearingeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.576576000
Other Material Bridge Raillinear ft.2,5232,20531530