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

Map

Coordinates:
+37.82694, -122.29167
37°49'37" N, 122°17'30" 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:17.7 ft. [5.4 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 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: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]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:72.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$43,760,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201572.1GoodGoodGoodVery GoodFO220000
August 201361.1FairSatisfactoryFairSatisfactoryFO220000
May 201160.1FairFairFairSatisfactoryFO220000
May 200960.1FairFairFairSatisfactoryFO100000
May 200760.1FairFairFairSatisfactoryFO100000
January 200660.1FairFairFairSatisfactoryFO100000
January 200566.9FairFairFairSatisfactoryFO100000
May 200375.1PoorCriticalSatisfactorySatisfactorySD100000
May 200174.1FairFairSatisfactorySatisfactoryFO133800
December 200072.1PoorCriticalSatisfactorySatisfactorySD133800
February 199976.1FairFairGoodGoodFO133800
March 199876.1FairFairGoodGoodFO133800
May 199464.9FairFairSatisfactoryFairFO141850
June 199265.6FairFairSatisfactoryFairFO125000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.5765180580
Steel Girder/Beamlinear ft.7,2066,48472200
Steel Protective Coatingsq. ft.42,529038,27604,253
Reinforced Concrete Girder/Beamlinear ft.2,5872,582500
Deck
Reinforced Concrete Decksq. ft.15,57111,6713,89730
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
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