Share:

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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201494.7GoodGoodGoodVery Good-35426
December 201294.7FairSatisfactoryGoodGood-35426
March 201194.7FairSatisfactoryGoodGood-35426
December 200895.6FairSatisfactoryGoodGood-25500
May 200594.6FairSatisfactoryGoodGood-25500
February 200095.6GoodGoodGoodGood-25500
February 199895.6GoodGoodGoodGood-25500
February 199695.6FairSatisfactoryGoodGood-25500
December 199396.1GoodVery GoodVery GoodVery Good-25500
January 199096.1GoodVery GoodVery GoodVery Good-25500