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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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201592.3Not deficientVery GoodGoodGood38600
April 201392.3Not deficientGoodSatisfactoryGood38600
April 201192.3Not deficientGoodSatisfactoryGood38600
April 200992.3Not deficientGoodSatisfactoryGood38600
January 200792.3Not deficientGoodGoodGood38600
February 200592.3Not deficientGoodGoodGood38600
July 200094.8Not deficientGoodGoodGood23600
July 199894.8Not deficientGoodGoodGood23600
July 199694.8Not deficientGoodGoodGood23600
April 199694.8Not deficientGoodGoodGood23600
December 199395.2Not deficientVery GoodVery GoodVery Good23600
April 199195.2Not deficientVery GoodVery GoodVery Good23600