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LAUREL CANYON BLVD over TUJUNGA WASH

Map

Coordinates:
+34.15134, -118.39632
34°09'05" N, 118°23'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAUREL CANYON BLVD over TUJUNGA WASH
Structure number:53C1229
Location:0.1 MI N MOOR PARK ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.1 ft. [23.8 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:113.5 ft. [34.6 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Year reconstructed:1973
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:49,900 [as of 2005]
Truck traffic:4% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 GoodGoodGood4990092.3
April 2013GoodGoodGoodGood4990092.3
April 2011GoodGoodGoodGood4990092.3
February 2009GoodGoodGoodGood4990092.3
February 2005GoodGoodGoodGood4990092.3
May 2001GoodGoodGoodGood4060093.2
June 1999GoodGoodGoodGood4060093.2
May 1997GoodGoodGoodGood4060093.2
May 1996GoodGoodGoodGood4060093.2
June 1994GoodVery GoodVery GoodVery Good4060094.0
May 1990GoodVery GoodVery GoodVery Good4060094.0

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.7265700
Deck
Reinforced Concrete Top Flangesq. ft.683683000
Wearing Surfacessq. ft.683683000
Substructure
Reinforced Concrete Abutmentlinear ft.76641200
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Other Material Bridge Raillinear ft.9186500
Steel Protective Coatingsq. ft.4541400