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VICTORY BLVD over LOS ANGELES RIVER

Los Angeles County, California

Map

Coordinates:
+34.18650, -118.52962
34°11'11" N, 118°31'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	VICTORY BLVD over LOS ANGELES RIVER
Structure number:	53C1369
Location:	0.2 M W/O LINDLEY AVE.,
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	80.7 ft. `[24.6 m]`
Total length:	400.9 ft. `[122.2 m]`
Roadway width between curbs:	74.2 ft. `[22.6 m]`
Deck width edge-to-edge:	85.6 ft. `[26.1 m]`
Skew angle:	56°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1963
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:	5
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	56,000 `[as of 2005]`
Truck traffic:	3% 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:	Basically intolerable requiring high priority of replacement `[2]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	70.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$5,357,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Fair	Good	Good	56000	70.1
December 2013	Fair	Satisfactory	Satisfactory	Good	56000	71.2
December 2011	Poor	Poor	Satisfactory	Good	56000	67.9
January 2010	Poor	Poor	Satisfactory	Good	56000	67.9
December 2007	Poor	Poor	Satisfactory	Good	56000	67.9
January 2006	Fair	Good	Satisfactory	Good	56000	84.3
June 2004	Fair	Good	Satisfactory	Good	56000	84.3
May 2001	Good	Good	Good	Good	29100	87.0
April 1999	Fair	Good	Satisfactory	Good	29100	87.0
June 1997	Fair	Good	Satisfactory	Good	29100	87.0
May 1995	Good	Good	Very Good	Very Good	29100	87.6
April 1993	Good	Good	Very Good	Very Good	29100	87.6
April 1991	Good	Good	Very Good	Very Good	29100	87.6

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
Steel Girder/Beam	linear ft.	1,342	1,342	0	0	0
Steel Protective Coating	sq. ft.	4,600	4,600	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,190	2,784	203	203	0
Wearing Surfaces	sq. ft.	2,756	2,756	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	187	175	12	0	0
Reinforced Concrete Abutment	linear ft.	93	81	12	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Other Joint	linear ft.	161	161	0	0	0
Bearings
Movable Bearing	each	55	55	0	0	0
Fixed Bearing	each	55	55	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	244	244	0	0	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/1057127