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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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201592.3Not deficientVery GoodGoodGood49900
April 201392.3Not deficientGoodGoodGood49900
April 201192.3Not deficientGoodGoodGood49900
February 200992.3Not deficientGoodGoodGood49900
February 200592.3Not deficientGoodGoodGood49900
May 200193.2Not deficientGoodGoodGood40600
June 199993.2Not deficientGoodGoodGood40600
May 199793.2Not deficientGoodGoodGood40600
May 199693.2Not deficientGoodGoodGood40600
June 199494.0Not deficientVery GoodVery GoodVery Good40600
May 199094.0Not deficientVery GoodVery GoodVery Good40600