ALONDRA BLVD over LOS ANGELES RIVER

Map 

Facts 

Name:	ALONDRA BLVD over LOS ANGELES RIVER
Structure number:	53C0031
Location:	0.1 MI E LONG BEACH FWY
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	78.1 ft. [23.8 m]
Total length:	429.2 ft. [130.8 m]
Roadway width between curbs:	74.5 ft. [22.7 m]
Deck width edge-to-edge:	92.5 ft. [28.2 m]
Skew angle:	8°
Owner:	City or Municipal Highway Agency [04]
Year built:	1958
Year reconstructed:	1971
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:	6
Main spans material:	Concrete continuous [2]
Main spans design:	Tee beam [04]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	26,185 [as of 2002]
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	74.8 tons [68.0 metric tons]
Inventory rating:	45.4 tons [41.3 metric tons]
Sufficiency rating:	93.3

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	28,000 [as of 1998]
Truck traffic:	7% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	63.8 tons [58.0 metric tons]
Inventory rating:	38.9 tons [35.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	89.9

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	18,100 [as of 1975]
Deck condition:	Satisfactory [6 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	63.4 tons [57.6 metric tons]
Inventory rating:	38.6 tons [35.1 metric tons]
Sufficiency rating:	93.3

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