Share:

OXNARD STREET over TUJUNGA WASH

Map

Coordinates:
+34.17931, -118.41433
34°10'46" N, 118°24'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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]
Sufficiency rating:92.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2015GoodVery GoodGoodGood3860092.3
April 2013FairGoodSatisfactoryGood3860092.3
April 2011FairGoodSatisfactoryGood3860092.3
April 2009FairGoodSatisfactoryGood3860092.3
January 2007GoodGoodGoodGood3860092.3
February 2005GoodGoodGoodGood3860092.3
July 2000GoodGoodGoodGood2360094.8
July 1998GoodGoodGoodGood2360094.8
July 1996GoodGoodGoodGood2360094.8
April 1996GoodGoodGoodGood2360094.8
December 1993GoodVery GoodVery GoodVery Good2360095.2
April 1991GoodVery GoodVery GoodVery Good2360095.2

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.6963600
Deck
Reinforced Concrete Top Flangesq. ft.530530000
Wearing Surfacessq. ft.5304775300
Substructure
Reinforced Concrete Abutmentlinear ft.5044600
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6262000
Steel Protective Coatingsq. ft.3131000