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DEVONSHIRE ST over BROWNS CANYON WASH

Map

Coordinates:
+34.25739, -118.59716
34°15'27" N, 118°35'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Good
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]
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

DateConditionCulvert ConditionADTSuff. Rating
March 2015Good7 out of 102770074.0
March 2013Good7 out of 102770074.0
May 2011Good7 out of 102770074.0
March 2009Good7 out of 102770074.0
May 2005Good7 out of 102770094.1
December 1998Good7 out of 101880095.4
March 1996Good7 out of 101880095.4
December 1993Good7 out of 101880095.2
November 1991Good7 out of 101880095.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.70502000
Wearing Surfacessq. ft.77157120000
Bridge Rail
Other Material Bridge Raillinear ft.7474000