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HAGAR ST over EAST CANYON CHANNEL

Map 

Coordinates:
+34.27528, -118.45306
34°16'31" N, 118°27'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAGAR ST over EAST CANYON CHANNEL
Structure number:53C1190
Location:650' W LAUREL CANYON BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:32.2 ft. [9.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:25 [as of 2010]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [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:91.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201591.8Not deficient---25
January 201391.8Not deficient---25
March 201191.8Not deficient---25
December 200891.8Not deficient---20
January 200591.8Not deficient---20
April 200191.8Not deficient---20
March 199891.8Not deficient---20
March 199691.8Not deficientSatisfactoryGoodGood20
December 199391.9Not deficientVery GoodVery GoodVery Good20
May 198991.9Not deficientVery GoodVery GoodVery Good20