BURBANK BLVD (WB) over LOS ANGELES RIVER
Map
Coordinates:
+34.17053, -118.4784734°10'14" N, 118°28'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BURBANK BLVD (WB) over LOS ANGELES RIVER |
Structure number: | 53C1047 |
Location: | 0.3 MI W WOODLEY AVE |
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 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 22,806 [as of 2006] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Sufficiency rating: | 69.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Fair | Good | Good | 22806 | 69.3 |
December 2015 | Fair | Satisfactory | Very Good | Very Good | 22806 | 70.5 |
December 2013 | Fair | Fair | Satisfactory | Good | 22806 | 69.3 |
December 2011 | Fair | Fair | Satisfactory | Good | 22806 | 69.3 |
January 2010 | Fair | Fair | Satisfactory | Good | 22806 | 69.3 |
December 2007 | Fair | Fair | Satisfactory | Good | 22806 | 69.3 |
January 2007 | Fair | Fair | Good | Good | 22806 | 70.3 |
February 2005 | Fair | Fair | Good | Good | 22806 | 70.3 |
October 2001 | Good | Good | Good | Good | 24600 | 70.6 |
July 1999 | Good | Good | Good | Good | 24600 | 70.6 |
January 1997 | Good | Good | Good | Good | 24600 | 70.6 |
April 1996 | Good | Good | Good | Good | 24600 | 70.6 |
July 1994 | Good | Good | Very Good | Very Good | 24600 | 70.6 |
June 1990 | Good | Good | Very Good | Very Good | 24600 | 70.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 95 | 84 | 11 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,480 | 975 | 255 | 250 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 37 | 34 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 50 | 50 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 36 | 36 | 0 | 0 | 0 |
Compression Joint | linear ft. | 36 | 18 | 0 | 0 | 18 |
Assembly without Seal Joint | linear ft. | 8 | 8 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 270 | 270 | 0 | 0 | 0 |