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

Map

Coordinates:
+37.82639, -122.26806
37°49'35" N, 122°16'05" W

Facts

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
Location:04-ALA-024-R1.88-OAK
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:14.1 ft. [4.3 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]
Operating rating:79.5 tons [72.3 metric tons]
Inventory rating:47.7 tons [43.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201676.6GoodGoodGoodGoodFO47500
July 201476.6GoodGoodVery GoodGoodFO47500
July 201276.6FairSatisfactoryGoodGoodFO47500
July 201076.6FairSatisfactoryGoodGoodFO47500
August 200871.2PoorSeriousGoodGoodSD47500
August 200660.1PoorSeriousGoodGoodSD47500
August 200460.1PoorSeriousGoodGoodSD47500
August 200265.4PoorSeriousGoodGoodSD47500
December 200065.4PoorSeriousGoodGoodSD47500
November 199865.4PoorSeriousGoodGoodSD47500
September 199667.8FairFairGoodGoodFO47500
August 199270.1GoodGoodGoodGoodFO47500
September 199170.1GoodGoodGoodGoodFO47500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.1,5641,559050
Deck
Reinforced Concrete Top Flangesq. ft.18,87016,9831,88700
Concrete Protective Coatingsq. ft.16,97016,970000
Substructure
Reinforced Concrete Columneach3103100
Reinforced Concrete Pier Walllinear ft.3030000
Reinforced Concrete Abutmentlinear ft.4040000
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.5858000
Joints
Pourable Jointlinear ft.8484000
Compression Jointlinear ft.187187000
Bearings
Enclosed/Concealed Bearingeach1818000
Bridge Rail
Other Material Bridge Raillinear ft.3,1413,1113000