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LAUREL CANYON BLVD over BRANFORD STREET CHANNEL

Map 

Coordinates:
+34.23778, -118.41000
34°14'16" N, 118°24'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAUREL CANYON BLVD over BRANFORD STREET CHANNEL
Structure number:53C1230
Location:WENTWORTH AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:22.6 ft. [6.9 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:21,521 [as of 2010]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:81.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201481.8Not deficient---21521
December 201289.8Not deficient---21521
March 201189.8Not deficient---21521
December 200886.1Not deficient---37000
May 200588.3Not deficient---37000
April 200193.7Not deficient---14200
May 199793.7Not deficient---14200
February 199693.7Not deficientGood-Good14200
December 199393.8Not deficient---14200
January 199093.8Not deficient---14200