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ROSCOE BLVD over PACOIMA WASH

Map

Coordinates:
+34.22136, -118.45972
34°13'17" N, 118°27'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROSCOE BLVD over PACOIMA WASH
Structure number:53C1723
Location:0.5 MI E/O SEPULVEDA BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.0 ft. [6.1 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans 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:46,100 [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: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: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:64.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$865,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2016Fair6 out of 104610064.2
November 2014Good7 out of 104610064.2
November 2012Good7 out of 104610090.6
April 2011Good7 out of 104610072.4
November 2008Good7 out of 104610092.7
July 2005Good8 out of 104610092.7
October 2000Good8 out of 104610092.7
September 1998Good8 out of 104610092.7
July 1996Good8 out of 104610092.7
May 1996Good8 out of 104610092.7
May 1994Good8 out of 104610093.5
April 1990Good8 out of 104610093.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2417700
Wearing Surfacessq. ft.4343894500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.37201700
Steel Protective Coatingsq. ft.1701700