E&W580-W980 CNNCTR over 580,980,BARTD,CONNS,STS


+37.82194, -122.26917
37°49'19" N, 122°16'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:E&W580-W980 CNNCTR over 580,980,BARTD,CONNS,STS
Structure number:33 0303H
Purpose:Carries highway overpass (third level) over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:125.0 ft. [38.1 m]
Total length:3311.2 ft. [1009.2 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:15.4 ft. [4.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 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 / HS 20 [5]
Number of main spans:36
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:Fair
Status:Open, no restriction [A]
Average daily traffic:16,000 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.2 tons [68.4 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Sufficiency rating:74.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$19,370,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201674.1FairGoodGoodFairFO16000
July 201485.3FairSatisfactoryVery GoodGoodFO16000
July 201285.3FairGoodSatisfactoryGoodFO16000
July 201086.3GoodGoodGoodGoodFO16000
August 200886.3GoodGoodGoodGoodFO16000
August 200686.3GoodGoodGoodGoodFO16000
August 200486.3GoodGoodGoodGoodFO16000
August 200287.4GoodGoodGoodGoodFO15500
December 200085.4PoorSeriousGoodGoodSD15500
November 199885.4PoorSeriousGoodGoodSD15500
September 199693.5FairSatisfactoryGoodGoodFO15500
August 199293.8FairGoodSatisfactoryGoodFO15500
November 198993.8FairGoodSatisfactoryGoodFO15500