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GLENOAKS BLVD over BURBANK WESTERN CHANNEL

Map 

Coordinates:
+34.22167, -118.35806
34°13'18" N, 118°21'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GLENOAKS BLVD over BURBANK WESTERN CHANNEL
Structure number:53C1183
Location:ROSCOE BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:35.4 ft. [10.8 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:75.8 ft. [23.1 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1962
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:25,800 [as of 2008]
Truck traffic:3% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:109.8 tons [99.8 metric tons]
Inventory rating:84.8 tons [77.1 metric tons]
Sufficiency rating:94.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201594.6Not deficientGoodGoodGood25800
February 201394.6Not deficientSatisfactoryGoodGood25800
May 201194.6Not deficientSatisfactoryGoodGood25800
December 200894.6Not deficientSatisfactoryGoodGood25800
September 200494.6Not deficientSatisfactoryGoodGood25600
May 200189.5Not deficientGoodGoodGood25600
May 199989.5Not deficientSatisfactoryGoodGood25600
June 199789.5Not deficientSatisfactoryGoodGood25600
April 199689.5Not deficientSatisfactoryGoodGood25600
May 199490.0Not deficientGoodGoodGood25600
April 199190.0Not deficientGoodGoodGood25600