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OCEAN BLVD over ENTRANCE CHAN, SPTCO

Map

Coordinates:
+33.76389, -118.22278
33°45'50" N, 118°13'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OCEAN BLVD over ENTRANCE CHAN, SPTCO
Structure number:53C0065
Location:0.9MI E/O SR-47 FWY
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:526.9 ft. [160.6 m]
Total length:6074.8 ft. [1851.5 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1968
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:3
Main spans material:Steel [3]
Main spans design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:62,057 [as of 2012]
Truck traffic:38% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.6 tons [55.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:46.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$825,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201546.0PoorFairPoorGoodSD62057
March 201367.0FairSatisfactorySatisfactoryGoodFO62057
August 201168.0FairSatisfactorySatisfactoryGoodFO59670
February 200965.0PoorPoorSatisfactoryGoodSD59670
April 200763.0PoorSeriousSatisfactoryGoodSD54843
November 200663.0PoorSeriousSatisfactoryGoodSD54843
June 200251.3PoorSeriousFairGoodSD54843
March 200154.3PoorSeriousFairGoodSD47500
October 200054.3PoorSeriousFairGoodSD47500
March 199654.3PoorSeriousFairGoodSD47500
September 198771.2FairSatisfactoryGoodVery Good-30000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.12,009011,6773320
Steel Protective Coatingsq. ft.12,0090012,0090
Steel Stringerlinear ft.3,17001,5851,5850
Steel Protective Coatingsq. ft.3,170003,1700
Deck
Reinforced Concrete Decksq. ft.32,08731,808324036
Wearing Surfacessq. ft.4,2454,245000
Concrete Protective Coatingsq. ft.26,72326,461018973
Superstructure
Steel Trusslinear ft.32201611610
Steel Protective Coatingsq. ft.322003220
Steel Main Cablelinear ft.104010400
Steel Floor Beamlinear ft.83204164160
Steel Protective Coatingsq. ft.832008320
Steel Pin or Pin & Hangar Assemblyeach261425700
Substructure
Reinforced Concrete Columneach8181000
Reinforced Concrete Abutmentlinear ft.4040000
Reinforced Concrete Pier Caplinear ft.1,2961,296000
Joints
Pourable Jointlinear ft.142142000
Other Jointlinear ft.6343460000
Bearings
Movable Bearingeach161016100
Fixed Bearingeach152015200
Bridge Rail
Other Material Bridge Raillinear ft.3,1323,132000