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FOOTHILL BLVD over SO BRCH BIG TUJUNGA WASH

Map 

Coordinates:
+34.26611, -118.33472
34°15'58" N, 118°20'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FOOTHILL BLVD over SO BRCH BIG TUJUNGA WASH
Structure number:53C2032
Location:1.4 MI E/O WHEATLAND AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:117.8 ft. [35.9 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:65.6 ft. [20.0 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:9,697 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201696.1Not deficientSatisfactoryGoodVery Good9697
January 201496.1Not deficientSatisfactoryGoodGood9697
January 201296.1Not deficientSatisfactoryGoodGood9697
January 201096.1Not deficientSatisfactoryGoodGood9697
January 200896.1Not deficientSatisfactoryGoodGood9697
September 200683.9Not deficientFairFairGood9697
September 200496.1Not deficientGoodVery GoodGood9697
December 200199.1Not deficientGoodVery GoodGood9800
September 200099.1Not deficientGoodVery Good-9800