BALBOA BLVD (NB) over LOS ANGELES RIVER

Map

Coordinates:
+34.17833, -118.50000
34°10'42" N, 118°30'00" 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]`
Operating rating:	63.5 tons `[57.7 metric tons]`
Inventory rating:	38.2 tons `[34.7 metric tons]`
Sufficiency rating:	79.1

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