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RIVERSIDE DR over TUJUNGA WASH

Map

Coordinates:
+34.15667, -118.40500
34°09'24" 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 2015

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201593.0GoodGoodGoodGood-16918
April 201393.0FairGoodSatisfactoryGood-16918
April 201193.0FairGoodSatisfactoryGood-16918
April 200993.0FairGoodSatisfactoryGood-16918
March 200793.0FairGoodSatisfactoryGood-16918
January 200693.0FairGoodSatisfactoryGood-16918
February 200593.0FairGoodSatisfactoryGood-16918
May 200193.3FairGoodSatisfactoryGood-15700
September 199893.3FairGoodSatisfactoryGood-15700
October 199693.3FairGoodSatisfactoryGood-15700
July 199593.5GoodVery GoodVery GoodGood-15700
May 199393.5GoodVery GoodVery GoodGood-15700
May 199193.5GoodVery GoodVery GoodGood-15700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.47370100
Steel Girder/Beamlinear ft.418418000
Deck
Reinforced Concrete Decksq. ft.250025000
Wearing Surfacessq. ft.250025000
Reinforced Concrete Top Flangesq. ft.900900000
Wearing Surfacessq. ft.90063027000
Substructure
Reinforced Concrete Abutmentlinear ft.1541045000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.9809800
Bearings
Elastomeric Bearingeach77000
Fixed Bearingeach11000
Steel Protective Coatingsq. ft.11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.123982500
Steel Protective Coatingsq. ft.61471400