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OXNARD STREET over TUJUNGA WASH

Map

Coordinates:
+34.18000, -118.41333
34°10'48" N, 118°24'48" 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]
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

Element Data

Source: National Bridge Elements dataset, 2016 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