Share:

CANOGA AVE over SANTA SUSANA CREEK

Map 

Coordinates:
+34.23167, -118.59667
34°13'54" N, 118°35'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CANOGA AVE over SANTA SUSANA CREEK
Structure number:53C1117
Location:0.2 M N/O PARTHENIA ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Skew angle:46°
Owner:County Highway Agency [02]
Year built:1966
Year reconstructed:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:23,713 [as of 2007]
Truck traffic:3% 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:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201585.0Not deficient---23713
November 201385.0Not deficient---23713
November 201192.7Not deficient---23713
February 201094.1Not deficient---31000
November 200792.0Not deficient---31000
September 200694.1Not deficient---31000
February 200495.0Not deficient---21800
May 200195.0Not deficient---21800
April 199995.0Not deficient---21800
May 199795.0Not deficient---21800
January 199695.0Not deficientGood-Good21800
November 199395.4Not deficient---21800
November 199195.4Not deficient---21800