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W52-S5 CONNECTOR over MTDB,BNSF RY,AMTRAK,ROSE

Map

Coordinates:
+32.83892, -117.23373
32°50'20" N, 117°14'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W52-S5 CONNECTOR over MTDB,BNSF RY,AMTRAK,ROSE
Structure number:57 0522F
Location:11-SD-052-0.37-SD
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:102.0 ft. [31.1 m]
Total length:258.9 ft. [78.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1966
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:3
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,900 [as of 2006]
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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:77.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,374,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood1290077.1
February 2015FairFairGoodGood1290076.1
February 2013FairFairGoodGood1290076.1
April 2011FairFairGoodGood610078.1
February 2009FairFairGoodGood610078.1
March 2007FairFairGoodGood610078.1
March 2005FairFairGoodGood2100073.6
March 2003PoorPoorGoodGood2100071.4
September 2001PoorSeriousGoodGood2100069.1
January 2000PoorSeriousGoodGood2100069.1
July 1998PoorSeriousGoodGood2100069.1
July 1995GoodGoodVery GoodVery Good2100074.9
March 1992GoodGoodVery GoodVery Good2100074.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.7979000
Deck
Reinforced Concrete Top Flangesq. ft.8207705000
Concrete Protective Coatingsq. ft.304304000
Substructure
Reinforced Concrete Abutmentlinear ft.3030000
Steel Pileeach11000
Joints
Pourable Jointlinear ft.99000
Bearings
Enclosed/Concealed Bearingeach22000
Bridge Rail
Other Material Bridge Raillinear ft.1581382000