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RIVERSIDE DR over TUJUNGA WASH

Map 

Coordinates:
+34.15667, -118.40500
34°09'24" N, 118°24'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIVERSIDE DR over TUJUNGA WASH
Structure number:53C1299
Location:RIVERSIDE DR/WHITSETT AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:144.0 ft. [43.9 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Skew angle:61°
Owner:City or Municipal Highway Agency [04]
Year built:1950
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 

Status:Open, no restriction [A]
Average daily traffic:16,918 [as of 2005]
Truck traffic:2% 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:Superior to present desirable criteria [9]
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:77.0 tons [70.0 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:93.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201593.0Not deficientGoodGoodGood16918
April 201393.0Not deficientGoodSatisfactoryGood16918
April 201193.0Not deficientGoodSatisfactoryGood16918
April 200993.0Not deficientGoodSatisfactoryGood16918
March 200793.0Not deficientGoodSatisfactoryGood16918
January 200693.0Not deficientGoodSatisfactoryGood16918
February 200593.0Not deficientGoodSatisfactoryGood16918
May 200193.3Not deficientGoodSatisfactoryGood15700
September 199893.3Not deficientGoodSatisfactoryGood15700
October 199693.3Not deficientGoodSatisfactoryGood15700
July 199593.5Not deficientVery GoodVery GoodGood15700
May 199393.5Not deficientVery GoodVery GoodGood15700
May 199193.5Not deficientVery GoodVery GoodGood15700