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OSBORNE ST over PACOIMA WASH DIV CHANNEL

Map 

Coordinates:
+34.24083, -118.42778
34°14'27" N, 118°25'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OSBORNE ST over PACOIMA WASH DIV CHANNEL
Structure number:53C0572
Location:0.1 MI SW ARLETA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:78.1 ft. [23.8 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:98.8 ft. [30.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:35,426 [as of 2010]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:94.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201494.7Not deficientGoodGoodVery Good35426
December 201294.7Not deficientSatisfactoryGoodGood35426
March 201194.7Not deficientSatisfactoryGoodGood35426
December 200895.6Not deficientSatisfactoryGoodGood25500
May 200594.6Not deficientSatisfactoryGoodGood25500
February 200095.6Not deficientGoodGoodGood25500
February 199895.6Not deficientGoodGoodGood25500
February 199695.6Not deficientSatisfactoryGoodGood25500
December 199396.1Not deficientVery GoodVery GoodVery Good25500
January 199096.1Not deficientVery GoodVery GoodVery Good25500