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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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