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CHANDLER BL S RDWY over TUJUNGA WASH

Map

Coordinates:
+34.16833, -118.41167
34°10'06" N, 118°24'42" 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 2015

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]
Operating rating:100.1 tons [91.0 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:93.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201593.1GoodGoodGoodGood-19500
April 201393.1FairSatisfactorySatisfactoryGood-19500
April 201193.1FairSatisfactorySatisfactoryGood-19500
February 200993.1FairGoodSatisfactoryGood-19500
January 200693.1FairGoodSatisfactoryGood-19500
February 200593.1FairGoodSatisfactoryGood-19500
July 199993.6GoodGoodGoodGood-14800
November 199793.6GoodGoodGoodGood-14800
July 199593.9FairSatisfactoryGoodVery Good-14800
May 199393.9FairSatisfactoryGoodVery Good-14800
May 199193.9FairSatisfactoryGoodVery Good-14800

Element Data

Source: National Bridge Elements dataset, 2016 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.2626000
Bearings
Movable Bearingeach1212000
Steel Protective Coatingsq. ft.66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.111111000
Steel Protective Coatingsq. ft.5555000