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CANTARA STREET over TUJUNGA WASH

Map

Coordinates:
+34.21972, -118.42333
34°13'11" N, 118°25'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CANTARA STREET over TUJUNGA WASH
Structure number:53C1118
Location:0.5 MI E/O WOODMAN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:71.9 ft. [21.9 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,300 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:109.8 tons [99.8 metric tons]
Inventory rating:71.0 tons [64.5 metric tons]
Sufficiency rating:77.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$462,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201477.5GoodVery GoodGoodGoodFO4300
November 201276.5FairFairGoodSatisfactoryFO4300
April 201176.5FairFairGoodGoodFO4300
November 200876.5FairFairGoodGoodFO4300
January 200772.4PoorSeriousGoodGoodSD4300
July 200577.5FairSatisfactoryGoodGoodFO4500
July 200079.8GoodGoodGoodGood-1500
July 199879.8GoodGoodGoodGood-1500
July 199679.8GoodGoodGoodGood-1500
May 199579.9GoodVery GoodVery GoodVery Good-1500
April 199379.9GoodVery GoodVery GoodVery Good-1500
April 199179.9GoodVery GoodVery GoodVery Good-1500