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LA TUNA CANYON RD over HANSEN HEIGHTS CHANNEL

Map 

Coordinates:
+34.23417, -118.36389
34°14'03" N, 118°21'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA TUNA CANYON RD over HANSEN HEIGHTS CHANNEL
Structure number:53C1221
Location:0.I MI E OF SUNLAND BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:9,630 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:74.5 tons [67.7 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201596.1Not deficientVery GoodVery GoodVery Good9630
February 201396.1Not deficientGoodGoodGood9630
May 201196.1Not deficientGoodGoodGood9630
December 200896.1Not deficientGoodGoodGood9630
September 200496.1Not deficientGoodGoodGood9630
April 200195.5Not deficientGoodGoodGood16400
March 199995.5Not deficientGoodGoodGood16400
May 199795.5Not deficientGoodGoodGood16400
April 199695.5Not deficientGoodGoodGood16400
February 199495.8Not deficientVery GoodVery GoodVery Good16400
January 199295.8Not deficientVery GoodVery GoodVery Good16400
February 199095.8Not deficientVery GoodVery GoodVery Good16400