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CHANDLER BL N 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 N RDWY over TUJUNGA WASH
Structure number:53C1125
Location:0.1 MI E COLDWTER CYN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:69.9 ft. [21.3 m]
Total length:78.1 ft. [23.8 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:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:19,500 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:71.9 tons [65.4 metric tons]
Sufficiency rating:94.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201594.2GoodVery GoodGoodGood-19500
April 201394.2FairGoodSatisfactoryGood-19500
April 201194.2FairGoodSatisfactoryGood-19500
April 200994.2FairGoodSatisfactoryGood-19500
February 200593.1GoodGoodGoodGood-19500
May 200193.9GoodGoodGoodGood-11000
June 199993.9GoodGoodGoodGood-11000
July 199693.9GoodGoodGoodGood-11000
May 199693.9GoodGoodGoodGood-11000
June 199494.2GoodVery GoodVery GoodVery Good-11000
May 199094.2GoodVery GoodVery GoodVery Good-11000