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OXNARD STREET over CALABASAS CREEK

Map 

Coordinates:
+34.18000, -118.61833
34°10'48" N, 118°37'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OXNARD STREET over CALABASAS CREEK
Structure number:53C1269
Location:0.4M E FAIRBROOK AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.9 ft. [8.5 m]
Total length:59.1 ft. [18.0 m]
Skew angle:51°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:8,277 [as of 2009]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:73.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201573.4Not deficient---8277
November 201373.4Not deficient---8277
November 201181.1Not deficient---8277
February 201096.2Not deficient---8100
November 200796.2Not deficient---8100
May 200496.2Not deficient---8100
December 200094.7Not deficient---24700
October 199894.7Not deficient---24700
September 199694.7Not deficient---24700
April 199595.1Not deficient---24700
March 199395.1Not deficient---24700
February 199195.1Not deficient---24700