GLENOAKS BLVD over TUJUNGA WASH

Map 

Facts 

Name:	GLENOAKS BLVD over TUJUNGA WASH
Structure number:	53C1181
Location:	TRUSDLE ST & BRANFORD ST
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	68.6 ft. [20.9 m]
Total length:	70.9 ft. [21.6 m]
Roadway width between curbs:	49.9 ft. [15.2 m]
Deck width edge-to-edge:	62.0 ft. [18.9 m]
Skew angle:	21°
Owner:	City or Municipal Highway Agency [04]
Year built:	1953
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Concrete [1]
Main span design:	Box beam or girders - Multiple [05]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	20,401 [as of 2008]
Truck traffic:	1% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 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:	69.9 tons [63.5 metric tons]
Inventory rating:	42.9 tons [39.0 metric tons]
Sufficiency rating:	89.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	18,300 [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:	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:	69.9 tons [63.5 metric tons]
Inventory rating:	42.9 tons [39.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	74.7
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$735,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	18,300 [as of 1984]
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:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	69.3 tons [63.0 metric tons]
Inventory rating:	42.6 tons [38.7 metric tons]
Sufficiency rating:	76.6

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