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INTERSTATE 80 EB over CARQUINEZ STRAIT,UP RR

Map

Coordinates:
+38.06083, -122.22528
38°03'39" N, 122°13'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 80 EB over CARQUINEZ STRAIT,UP RR
Structure number:23 0015R
Location:04-SOL-080-0.01
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:1100.1 ft. [335.3 m]
Total length:5209.2 ft. [1587.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:57.7 ft. [17.6 m]
Vertical clearance above deck:20.3 ft. [6.2 m]
Vertical clearance below bridge:130.9 ft. [39.9 m]
Owner:State Highway Agency [01]
Year built:1958
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:5
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:58,000 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:72.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$51,500,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201572.9FairSatisfactoryGoodGoodFO58000
October 201372.9FairSatisfactoryGoodVery GoodFO58000
October 201171.9FairFairSatisfactoryGoodFO58000
April 201060.9FairFairFairGoodFO52700
August 200969.9PoorPoorSatisfactorySatisfactorySD52700
February 200969.9PoorPoorSatisfactorySatisfactorySD52700
September 200760.9FairFairFairSatisfactoryFO52700
February 200760.9FairFairFairSatisfactoryFO52700
October 200560.9FairFairFairSatisfactoryFO52700
January 200560.9FairFairFairSatisfactoryFO52700
May 200371.9FairFairSatisfactorySatisfactoryFO52700
April 200371.9FairFairSatisfactorySatisfactoryFO52700
February 200271.9FairFairSatisfactorySatisfactoryFO52700
October 199872.9GoodGoodGoodGoodFO52700
February 199872.9GoodGoodGoodGoodFO52700
April 199573.7GoodGoodGoodGoodFO50500
March 199373.7GoodGoodGoodGoodFO52500
July 199273.7GoodGoodGoodGoodFO52500