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CHANDLER BL S RDWY over TUJUNGA WASH

Map

Coordinates:
+34.16824, -118.41345
34°10'06" N, 118°24'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHANDLER BL S RDWY over TUJUNGA WASH
Structure number:53C1126
Location:BTW GDLAND AVE/CLDWTR CYN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:97.1 ft. [29.6 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1957
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,500 [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:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:93.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood1950093.1
April 2015GoodGoodGoodGood1950093.1
April 2013FairSatisfactorySatisfactoryGood1950093.1
April 2011FairSatisfactorySatisfactoryGood1950093.1
February 2009FairGoodSatisfactoryGood1950093.1
January 2006FairGoodSatisfactoryGood1950093.1
February 2005FairGoodSatisfactoryGood1950093.1
July 1999GoodGoodGoodGood1480093.6
November 1997GoodGoodGoodGood1480093.6
July 1995FairSatisfactoryGoodVery Good1480093.9
May 1993FairSatisfactoryGoodVery Good1480093.9
May 1991FairSatisfactoryGoodVery Good1480093.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2692195000
Steel Protective Coatingsq. ft.1341082600
Deck
Reinforced Concrete Decksq. ft.5905603000
Wearing Surfacessq. ft.5905306000
Substructure
Reinforced Concrete Pier Walllinear ft.3131000
Reinforced Concrete Abutmentlinear ft.2624200
Steel Pileeach11000
Joints
Other Jointlinear ft.2602600
Bearings
Movable Bearingeach1212000
Steel Protective Coatingsq. ft.66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.111111000
Steel Protective Coatingsq. ft.5555000