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LAUREL CANYON BLVD over PACOIMA WASH

Map 

Coordinates:
+34.28028, -118.44028
34°16'49" N, 118°26'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAUREL CANYON BLVD over PACOIMA WASH
Structure number:53C0368
Location:BTWN PAXTN ST/CHAMBLN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:80.4 ft. [24.5 m]
Deck width edge-to-edge:96.5 ft. [29.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:1976
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:30,995 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:85.6 tons [77.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201593.6Not deficientGoodGoodGood30995
February 201393.6Not deficientSatisfactoryGoodGood30995
May 201193.6Not deficientSatisfactoryGoodGood30995
January 200993.7Not deficientSatisfactoryGoodGood30700
May 200593.7Not deficientGoodGoodGood30700
January 200693.7Not deficientGoodGoodGood30700
May 200195.1Not deficientGoodGoodGood20700
May 199895.1Not deficientGoodGoodGood20700
March 199695.1Not deficientSatisfactoryGoodGood20700
December 199394.9Not deficientGoodVery GoodVery Good20700
January 199094.9Not deficientGoodVery GoodVery Good20700