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ARLETA AVE over PACOIMA WASH DIV CHANNEL

Map 

Coordinates:
+34.25750, -118.44333
34°15'27" N, 118°26'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ARLETA AVE over PACOIMA WASH DIV CHANNEL
Structure number:53C1152
Location:30 M E. OF DEVONSHIRE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:82.0 ft. [25.0 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,375 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:78.8 tons [71.6 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201495.7GoodGoodGoodVery Good-14375
December 201294.6FairFairSatisfactoryGood-14375
March 201194.6FairFairSatisfactoryGood-14375
December 200893.6FairFairSatisfactoryGood-25000
May 200594.7FairSatisfactoryGoodGood-25000
February 200093.9GoodGoodGoodGood-33500
February 199893.9GoodGoodGoodGood-33500
January 199593.9FairSatisfactoryGoodGood-33500
December 199294.5GoodVery GoodGoodVery Good-33500
December 199094.5GoodVery GoodGoodVery Good-33500