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RIVERSIDE DR over TUJUNGA WASH

Map

Coordinates:
+34.15745, -118.40509
34°09'27" N, 118°24'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,918 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:80.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairGoodFair1691880.4
April 2015GoodGoodGoodGood1691893.0
April 2013FairGoodSatisfactoryGood1691893.0
April 2011FairGoodSatisfactoryGood1691893.0
April 2009FairGoodSatisfactoryGood1691893.0
March 2007FairGoodSatisfactoryGood1691893.0
January 2006FairGoodSatisfactoryGood1691893.0
February 2005FairGoodSatisfactoryGood1691893.0
May 2001FairGoodSatisfactoryGood1570093.3
September 1998FairGoodSatisfactoryGood1570093.3
October 1996FairGoodSatisfactoryGood1570093.3
July 1995GoodVery GoodVery GoodGood1570093.5
May 1993GoodVery GoodVery GoodGood1570093.5
May 1991GoodVery GoodVery GoodGood1570093.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.472710100
Steel Girder/Beamlinear ft.418418000
Deck
Reinforced Concrete Decksq. ft.250025000
Wearing Surfacessq. ft.2500200500
Reinforced Concrete Top Flangesq. ft.900900000
Wearing Surfacessq. ft.90063027000
Substructure
Reinforced Concrete Abutmentlinear ft.1541045000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.9800098
Bearings
Elastomeric Bearingeach77000
Fixed Bearingeach11000
Steel Protective Coatingsq. ft.11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.123982500
Steel Protective Coatingsq. ft.61471400