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VAN NUYS BLVD over PACOIMA WASH

Map 

Coordinates:
+34.20583, -118.44861
34°12'21" N, 118°26'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201669.9Functionally obsolete---67300
November 201445.2Functionally obsolete---67300
November 201269.9Functionally obsolete---67300
April 201169.9Functionally obsolete---67300
November 200873.5Functionally obsolete---37300
July 200591.4Not deficient---37300
July 200093.5Not deficient---37300
July 199893.5Not deficient---37300
July 199693.5Not deficient---37300
May 199594.2Not deficient---37300
April 199394.2Not deficient---37300
April 199194.2Not deficient---37300