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MAGNOLIA BLVD over TUJUNGA WASH

Map

Coordinates:
+34.16477, -118.41286
34°09'53" N, 118°24'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAGNOLIA BLVD over TUJUNGA WASH
Structure number:53C1241
Location:BTWN BELAR AV & CLDWTR C
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:70.9 ft. [21.6 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:81.7 ft. [24.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1950
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,600 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:82.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairGoodFairGood3160082.6
April 2015GoodVery GoodGoodGood3160094.0
April 2013GoodGoodGoodGood3160094.0
April 2011GoodGoodGoodGood3160094.0
February 2009GoodGoodGoodGood3160094.0
February 2005GoodGoodGoodGood3160094.0
May 2001GoodGoodGoodGood1920095.2
May 1999GoodGoodGoodGood1920095.2
June 1997GoodGoodGoodGood1920095.2
May 1996FairSatisfactoryGoodGood1920095.2
April 1994GoodVery GoodVery GoodGood1920095.6
April 1990GoodVery GoodVery GoodGood1920095.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.66471900
Deck
Reinforced Concrete Top Flangesq. ft.478478000
Wearing Surfacessq. ft.478478000
Substructure
Reinforced Concrete Abutmentlinear ft.5046400
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9494000