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LAUREL CANYON BLVD over TUJUNGA WASH

Map 

Coordinates:
+34.23528, -118.40389
34°14'07" N, 118°24'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAUREL CANYON BLVD over TUJUNGA WASH
Structure number:53C1233
Location:0.2 MI N OF 1-5
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
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:21,521 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:100.9 tons [91.7 metric tons]
Inventory rating:60.6 tons [55.1 metric tons]
Sufficiency rating:71.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$638,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201471.5GoodVery GoodVery GoodGoodFO21521
December 201271.5FairSatisfactoryGoodGoodFO21521
March 201171.5FairSatisfactoryGoodGoodFO21521
December 200866.8FairSatisfactoryGoodGoodFO37000
May 200566.8FairSatisfactoryGoodGoodFO37000
May 200172.0GoodGoodGoodGoodFO19800
April 199872.0GoodGoodGoodGoodFO19800
February 199672.0GoodGoodGoodGoodFO19800
December 199374.4GoodGoodVery GoodVery Good-19800
January 199074.4GoodGoodVery GoodVery Good-19800