Share:

VAN NUYS BLVD over PACOIMA WASH

Map

Coordinates:
+34.20599, -118.44865
34°12'22" N, 118°26'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VAN NUYS BLVD over PACOIMA WASH
Structure number:53C1354
Location:BTW COVELLO ST/VALERIO ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:23.6 ft. [7.2 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:1948
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:67,300 [as of 2007]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$361,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2016Fair6 out of 106730069.9
November 2014Good8 out of 106730045.2
November 2012Good8 out of 106730069.9
April 2011Good8 out of 106730069.9
November 2008Good8 out of 103730073.5
July 2005Good8 out of 103730091.4
July 2000Good8 out of 103730093.5
July 1998Good8 out of 103730093.5
July 1996Good8 out of 103730093.5
May 1995Good8 out of 103730094.2
April 1993Good8 out of 103730094.2
April 1991Good8 out of 103730094.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2921800
Wearing Surfacessq. ft.43413430000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.88000
Steel Protective Coatingsq. ft.33000