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

Map 

Coordinates:
+32.83833, -117.23333
32°50'18" N, 117°13'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:12,900 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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]
Operating rating:83.7 tons [76.1 metric tons]
Inventory rating:50.6 tons [46.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,374,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201576.1Functionally obsoleteFairGoodGood12900
February 201376.1Functionally obsoleteFairGoodGood12900
April 201178.1Functionally obsoleteFairGoodGood6100
February 200978.1Functionally obsoleteFairGoodGood6100
March 200778.1Functionally obsoleteFairGoodGood6100
March 200573.6Functionally obsoleteFairGoodGood21000
March 200371.4Structurally deficientPoorGoodGood21000
September 200169.1Structurally deficientSeriousGoodGood21000
January 200069.1Structurally deficientSeriousGoodGood21000
July 199869.1Structurally deficientSeriousGoodGood21000
July 199574.9Not deficientGoodVery GoodVery Good21000
March 199274.9Not deficientGoodVery GoodVery Good21000