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W580-E&W80 CONNCTR over UP RR,BNSF RY,AMTRAK,ETC

Map

Coordinates:
+37.82694, -122.29000
37°49'37" N, 122°17'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W580-E&W80 CONNCTR over UP RR,BNSF RY,AMTRAK,ETC
Structure number:33 0061R
Location:04-ALA-580-46.50R-OAK
Purpose:Carries highway overpass (fourth level) over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:126.0 ft. [38.4 m]
Total length:3688.2 ft. [1124.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:51
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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:220,000 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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: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:58.9 tons [53.5 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:54.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$31,399,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201554.0GoodGoodGoodVery GoodFO220000
August 201343.0FairSatisfactoryFairGood-220000
May 201139.0PoorSeriousFairGood-220000
May 200949.0PoorSeriousSatisfactoryGood-100000
May 200749.0PoorSeriousSatisfactoryGood-100000
May 200540.0PoorSeriousFairGood-100000
January 200542.0PoorSeriousFairGood-100000
May 200353.0PoorSeriousSatisfactoryGood-100000
May 200149.0PoorSeriousSatisfactoryGood-133800
December 200054.0FairSatisfactorySatisfactoryGood-133800
June 199754.0FairSatisfactorySatisfactoryGoodFO133800
May 199447.7FairFairSatisfactoryFairFO141850
June 199247.7FairFairSatisfactoryFairFO125000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.7,4557,07238300
Steel Protective Coatingsq. ft.33,762032,0741,6880
Prestressed Concrete Girder/Beamlinear ft.1,8131,813000
Reinforced Concrete Girder/Beamlinear ft.2,3302,329010
Deck
Reinforced Concrete Decksq. ft.21,08515,2635,765570
Wearing Surfacessq. ft.19,44519,445000
Substructure
Reinforced Concrete Columneach4444000
Reinforced Concrete Abutmentlinear ft.6464000
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Steel Pier Caplinear ft.698698000
Steel Protective Coatingsq. ft.1,7021,702000
Reinforced Concrete Pier Caplinear ft.505504010
Joints
Pourable Jointlinear ft.810810000
Compression Jointlinear ft.106106000
Bearings
Movable Bearingeach288288000
Enclosed/Concealed Bearingeach11000
Fixed Bearingeach281281000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2171,2000170
Other Material Bridge Raillinear ft.1,7321,732000