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


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