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MAGNOLIA BLVD over TUJUNGA WASH

Map

Coordinates:
+34.16500, -118.41167
34°09'54" N, 118°24'42" 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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,600 [as of 2005]
Truck traffic:1% 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: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]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:54.1 tons [49.2 metric tons]
Sufficiency rating:94.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201594.0GoodVery GoodGoodGood-31600
April 201394.0GoodGoodGoodGood-31600
April 201194.0GoodGoodGoodGood-31600
February 200994.0GoodGoodGoodGood-31600
February 200594.0GoodGoodGoodGood-31600
May 200195.2GoodGoodGoodGood-19200
May 199995.2GoodGoodGoodGood-19200
June 199795.2GoodGoodGoodGood-19200
May 199695.2FairSatisfactoryGoodGood-19200
April 199495.6GoodVery GoodVery GoodGood-19200
April 199095.6GoodVery GoodVery GoodGood-19200

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.66471900
Deck
Reinforced Concrete Top Flangesq. ft.478478000
Wearing Surfacessq. ft.4784265200
Substructure
Reinforced Concrete Abutmentlinear ft.5046400
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9494000
Steel Protective Coatingsq. ft.4747000