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PARTHENIA ST over BROWNS CANYON WASH

Map 

Coordinates:
+34.22778, -118.59278
34°13'40" N, 118°35'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PARTHENIA ST over BROWNS CANYON WASH
Structure number:53C1275
Location:0.48 KM E/O CANOGA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.1 ft. [10.4 m]
Total length:72.8 ft. [22.2 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1972
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:8,727 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:89.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201589.6Not deficient---8727
October 201389.6Not deficient---8727
October 201197.2Not deficient---8727
September 200997.2Not deficient---8413
October 200797.2Not deficient---8413
August 200497.2Not deficient---8413
December 200096.8Not deficient---13200
October 199896.8Not deficient---13200
April 199696.8Not deficient---13200
December 199397.0Not deficient---13200
October 199097.0Not deficient---13200