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ROSCOE BLVD over PACOIMA WASH

Map 

Coordinates:
+34.22139, -118.45944
34°13'17" N, 118°27'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:46,100 [as of 2005]
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: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:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201464.2Functionally obsolete---46100
November 201290.6Not deficient---46100
April 201172.4Functionally obsolete---46100
November 200892.7Not deficient---46100
July 200592.7Not deficient---46100
October 200092.7Not deficient---46100
September 199892.7Not deficient---46100
July 199692.7Not deficient---46100
May 199692.7Not deficient---46100
May 199493.5Not deficient---46100
April 199093.5Not deficient---46100