BALBOA BLVD (NB) over LOS ANGELES RIVER

Map

Coordinates:
+34.17939, -118.50098
34°10'46" N, 118°30'04" W

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

Name:	BALBOA BLVD (NB) over LOS ANGELES RIVER
Structure number:	53C1096
Location:	0.6 MI S. VICTORY BLVD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	38.1 ft. `[11.6 m]`
Total length:	265.8 ft. `[81.0 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	58.4 ft. `[17.8 m]`
Skew angle:	25°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1941
Year reconstructed:	1996
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:	7
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	14,800 `[as of 2006]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	79.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2016	Good	Good	Good	Very Good	14800	79.1
February 2014	Fair	Fair	Good	Good	14800	78.1
February 2012	Fair	Fair	Good	Good	14800	78.1
March 2010	Fair	Fair	Good	Good	14800	78.1
February 2008	Fair	Fair	Good	Good	14800	78.1
September 2006	Fair	Fair	Good	Good	14800	78.1
January 2006	Fair	Fair	Good	Good	14800	78.1
February 2004	Fair	Fair	Good	Good	14800	63.5
May 2001	Good	Very Good	Very Good	Very Good	13703	66.6
May 1999	Good	Good	Very Good	Good	13703	65.6
May 1997	Good	Good	Very Good	Good	16100	67.4
April 1996	Good	Good	Good	Good	16100	72.2
May 1994	Good	Very Good	Very Good	Very Good	16100	71.8
April 1990	Good	Very Good	Very Good	Very Good	16100	71.8

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	320	280	40	0	0
Steel Protective Coating	sq. ft.	96	84	12	0	0
Prestressed Concrete Girder/Beam	linear ft.	480	460	20	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,442	1,359	83	0	0
Wearing Surfaces	sq. ft.	988	928	60	0	0
Substructure
Reinforced Concrete Column	each	60	60	0	0	0
Reinforced Concrete Abutment	linear ft.	38	38	0	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Reinforced Concrete Pier Cap	linear ft.	114	109	5	0	0
Joints
Pourable Joint	linear ft.	38	23	0	15	0
Bearings
Elastomeric Bearing	each	84	84	0	0	0
Movable Bearing	each	28	28	0	0	0
Steel Protective Coating	sq. ft.	10	10	0	0	0
Fixed Bearing	each	28	28	0	0	0
Steel Protective Coating	sq. ft.	10	10	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	88	87	1	0	0