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VICTORY BLVD over TUJUNGA WASH

Map 

Coordinates:
+34.18667, -118.41750
34°11'12" N, 118°25'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VICTORY BLVD over TUJUNGA WASH
Structure number:53C1370
Location:BTW MORSE AV & ETHEL AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:95.5 ft. [29.1 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1986
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 2013 

Status:Open, no restriction [A]
Average daily traffic:38,000 [as of 2004]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:109.8 tons [99.8 metric tons]
Inventory rating:84.2 tons [76.5 metric tons]
Sufficiency rating:89.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201389.5Not deficientGoodGoodGood38000
April 201189.5Not deficientGoodGoodGood38000
February 200989.5Not deficientGoodGoodGood38000
July 200589.5Not deficientGoodGoodGood38000
May 200191.7Not deficientGoodGoodGood38000
May 199991.7Not deficientGoodGoodGood38000
May 199791.7Not deficientSatisfactoryGoodGood38000
May 199591.3Not deficientVery GoodVery GoodVery Good38000
April 199391.3Not deficientVery GoodVery GoodVery Good38000
April 199191.3Not deficientVery GoodVery GoodVery Good38000