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BURBANK BLVD (WB) over LOS ANGELES RIVER

Map

Coordinates:
+34.17053, -118.47847
34°10'14" N, 118°28'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BURBANK BLVD (WB) over LOS ANGELES RIVER
Structure number:53C1047
Location:0.3 MI W WOODLEY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.1 ft. [36.6 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,806 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:69.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairGoodGood2280669.3
December 2015FairSatisfactoryVery GoodVery Good2280670.5
December 2013FairFairSatisfactoryGood2280669.3
December 2011FairFairSatisfactoryGood2280669.3
January 2010FairFairSatisfactoryGood2280669.3
December 2007FairFairSatisfactoryGood2280669.3
January 2007FairFairGoodGood2280670.3
February 2005FairFairGoodGood2280670.3
October 2001GoodGoodGoodGood2460070.6
July 1999GoodGoodGoodGood2460070.6
January 1997GoodGoodGoodGood2460070.6
April 1996GoodGoodGoodGood2460070.6
July 1994GoodGoodVery GoodVery Good2460070.6
June 1990GoodGoodVery GoodVery Good2460070.6

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.9594100
Deck
Reinforced Concrete Top Flangesq. ft.1,48001,48000
Substructure
Reinforced Concrete Pier Walllinear ft.3734300
Reinforced Concrete Abutmentlinear ft.4040000
Reinforced Concrete Pileeach140140000
Joints
Pourable Jointlinear ft.3636000
Compression Jointlinear ft.36231300
Assembly without Seal Jointlinear ft.3636000
Bearings
Elastomeric Bearingeach11000
Bridge Rail
Other Material Bridge Raillinear ft.238235030