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BURBANK BLVD (EB) over LOS ANGELES RIVER

Map 

Coordinates:
+34.17167, -118.47833
34°10'18" N, 118°28'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BURBANK BLVD (EB) over LOS ANGELES RIVER
Structure number:53C1109
Location:WODLEY AV & HAYHRST AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.1 ft. [36.6 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:22,800 [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: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 assessed or calculated scour condition. [5]
Operating rating:89.4 tons [81.3 metric tons]
Inventory rating:53.8 tons [48.9 metric tons]
Sufficiency rating:71.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201571.5Not deficientSatisfactoryGoodVery Good22800
December 201370.3Not deficientFairSatisfactoryGood22800
December 201170.3Not deficientFairSatisfactoryGood22800
January 201070.3Not deficientFairSatisfactoryGood22800
December 200770.3Not deficientFairSatisfactoryGood22800
January 200770.3Not deficientFairSatisfactoryGood22800
February 200570.3Not deficientFairGoodGood22800
October 200175.6Not deficientGoodGoodGood13800
July 199975.6Not deficientGoodGoodGood13800
October 199775.6Not deficientGoodGoodGood13800
April 199675.6Not deficientSatisfactoryGoodGood13800
July 199475.6Not deficientGoodVery GoodVery Good13800
June 199075.6Not deficientGoodVery GoodVery Good13800