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LAUREL CANYON BLVD over TUJUNGA WASH

Map

Coordinates:
+34.15139, -118.39639
34°09'05" N, 118°23'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:98.3 tons [89.4 metric tons]
Inventory rating:59.2 tons [53.8 metric tons]
Sufficiency rating:92.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201592.3GoodVery GoodGoodGood-49900
April 201392.3GoodGoodGoodGood-49900
April 201192.3GoodGoodGoodGood-49900
February 200992.3GoodGoodGoodGood-49900
February 200592.3GoodGoodGoodGood-49900
May 200193.2GoodGoodGoodGood-40600
June 199993.2GoodGoodGoodGood-40600
May 199793.2GoodGoodGoodGood-40600
May 199693.2GoodGoodGoodGood-40600
June 199494.0GoodVery GoodVery GoodVery Good-40600
May 199094.0GoodVery GoodVery GoodVery Good-40600