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DEVONSHIRE ST over BROWNS CANYON WASH

Map 

Coordinates:
+34.25694, -118.59750
34°15'25" N, 118°35'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DEVONSHIRE ST over BROWNS CANYON WASH
Structure number:53C0424
Location:AT CANOGA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:24.0 ft. [7.3 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:27,700 [as of 2005]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,295,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201574.0Functionally obsolete---27700
March 201374.0Functionally obsolete---27700
May 201174.0Functionally obsolete---27700
March 200974.0Functionally obsolete---27700
May 200594.1Not deficient---27700
December 199895.4Not deficient---18800
March 199695.4Not deficient---18800
December 199395.2Not deficient---18800
November 199195.2Not deficient---18800