VICTORY BLVD over LOS ANGELES RIVER

Map 

Facts 

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:	79.1 ft. [24.1 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 2013 

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:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 out of 9]
Structural appraisal:	Equal to present minimum criteria [6]
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]
Operating rating:	76.7 tons [69.7 metric tons]
Inventory rating:	43.5 tons [39.5 metric tons]
Sufficiency rating:	71.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$5,357,000

Previous Inspections 

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