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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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201593.1Not deficientGoodGoodGood19500
April 201393.1Not deficientSatisfactorySatisfactoryGood19500
April 201193.1Not deficientSatisfactorySatisfactoryGood19500
February 200993.1Not deficientGoodSatisfactoryGood19500
January 200693.1Not deficientGoodSatisfactoryGood19500
February 200593.1Not deficientGoodSatisfactoryGood19500
July 199993.6Not deficientGoodGoodGood14800
November 199793.6Not deficientGoodGoodGood14800
July 199593.9Not deficientSatisfactoryGoodVery Good14800
May 199393.9Not deficientSatisfactoryGoodVery Good14800
May 199193.9Not deficientSatisfactoryGoodVery Good14800