GLENDALE BLVD over LOS ANGELES RIVER

Map 

Facts 

Name:	GLENDALE BLVD over LOS ANGELES RIVER
Structure number:	53C1884
Location:	0.1 MI NE FWY 5
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	47.9 ft. [14.6 m]
Total length:	316.0 ft. [96.3 m]
Roadway width between curbs:	27.9 ft. [8.5 m]
Deck width edge-to-edge:	36.7 ft. [11.2 m]
Skew angle:	18°
Owner:	City or Municipal Highway Agency [04]
Year built:	1929
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Design load:	M 18 / H 20 [4]
Number of main spans:	6
Main spans material:	Concrete [1]
Main spans design:	Arch - Deck [11]
Deck type:	Not applicable [N]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,099 [as of 2003]
Truck traffic:	1% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
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:	89.8 tons [81.6 metric tons]
Inventory rating:	53.9 tons [49.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	64.8
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$1,814,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,000 [as of 1998]
Truck traffic:	1% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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:	89.8 tons [81.6 metric tons]
Inventory rating:	53.9 tons [49.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	77.5
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$1,941,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,000 [as of 1988]
Truck traffic:	1% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 out of 9]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	89.1 tons [81.0 metric tons]
Inventory rating:	53.5 tons [48.6 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	77.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$784,000

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