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BURBANK BLVD over TUJUNGA WASH

Map

Coordinates:
+34.16833, -118.41167
34°10'06" N, 118°24'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BURBANK BLVD over TUJUNGA WASH
Structure number:53C1139
Location:AT COLDWATER CANYON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:131.9 ft. [40.2 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Skew angle:58°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:1967
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25,040 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:109.8 tons [99.8 metric tons]
Inventory rating:77.7 tons [70.6 metric tons]
Sufficiency rating:84.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201584.1GoodGoodVery GoodGoodFO25040
April 201384.1GoodGoodGoodGoodFO25040
April 201184.1GoodGoodGoodGoodFO25040
April 200984.1GoodGoodGoodGoodFO25040
March 200784.1GoodGoodGoodGoodFO25040
February 200589.3GoodGoodGoodGoodFO25040
August 200089.0GoodGoodGoodGoodFO26800
August 199889.0GoodGoodGoodGoodFO26800
July 199689.0GoodGoodGoodGoodFO26800
April 199689.0GoodGoodGoodGoodFO26800
April 199488.8GoodGoodVery GoodGoodFO26800
April 199088.8GoodGoodVery GoodGoodFO26800