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BURBANK BLVD (WB) over LOS ANGELES RIVER

Los Angeles County, California

Map

Coordinates:
+34.17053, -118.47847
34°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, 2018 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	94	1	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,480	0	1,480	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	37	34	3	0	0
Reinforced Concrete Abutment	linear ft.	40	40	0	0	0
Reinforced Concrete Pile	each	140	140	0	0	0
Joints
Pourable Joint	linear ft.	36	36	0	0	0
Compression Joint	linear ft.	36	23	13	0	0
Assembly without Seal Joint	linear ft.	36	36	0	0	0
Bearings
Elastomeric Bearing	each	1	1	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	238	235	0	3	0

© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1056911