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OXNARD STREET over TUJUNGA WASH

Map

Coordinates:
+34.18000, -118.41333
34°10'48" N, 118°24'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:OXNARD STREET over TUJUNGA WASH
Structure number:53C1270
Location:CLDWTR CYN AV & ETHEL AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:69.9 ft. [21.3 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1968
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:38,600 [as of 2005]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:84.2 tons [76.5 metric tons]
Sufficiency rating:92.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201592.3GoodVery GoodGoodGood-38600
April 201392.3FairGoodSatisfactoryGood-38600
April 201192.3FairGoodSatisfactoryGood-38600
April 200992.3FairGoodSatisfactoryGood-38600
January 200792.3GoodGoodGoodGood-38600
February 200592.3GoodGoodGoodGood-38600
July 200094.8GoodGoodGoodGood-23600
July 199894.8GoodGoodGoodGood-23600
July 199694.8GoodGoodGoodGood-23600
April 199694.8GoodGoodGoodGood-23600
December 199395.2GoodVery GoodVery GoodVery Good-23600
April 199195.2GoodVery GoodVery GoodVery Good-23600