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INTERSTATE 210 EB over GLENOAKS BLVD

Los Angeles County, California

Map

Coordinates:
+34.32330, -118.46975
34°19'24" N, 118°28'11" W

Facts

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

Name:	INTERSTATE 210 EB over GLENOAKS BLVD
Structure number:	53 1951R
Location:	07-LA-210-R1.40-LA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	132.2 ft. `[40.3 m]`
Total length:	133.9 ft. `[40.8 m]`
Roadway width between curbs:	50.9 ft. `[15.5 m]`
Deck width edge-to-edge:	53.2 ft. `[16.2 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1969
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	38,000 `[as of 2009]`
Truck traffic:	8% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	91.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	38000	91.3
July 2016	Good	Good	Good	Good	38000	91.3
July 2014	Good	Good	Very Good	Good	38000	91.3
July 2012	Good	Good	Very Good	Good	38000	91.3
January 2011	Good	Good	Very Good	Good	39000	91.2
July 2008	Good	Good	Very Good	Good	39000	91.2
November 2006	Good	Good	Very Good	Good	39000	91.2
October 2004	Good	Good	Very Good	Good	39000	91.2
October 2002	Good	Good	Very Good	Good	33500	93.7
November 2000	Good	Good	Very Good	Good	26900	92.4
October 1998	Good	Good	Very Good	Good	26900	92.4
November 1996	Good	Good	Very Good	Good	26800	92.4
November 1994	Good	Very Good	Very Good	Very Good	26800	92.9
November 1992	Good	Very Good	Very Good	Very Good	25750	93.0
February 1991	Good	Very Good	Very Good	Very Good	25750	93.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	41	41	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	660	610	45	5	0
Concrete Protective Coating	sq. ft.	660	660	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	32	30	2	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Pourable Joint	linear ft.	31	31	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	82	82	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1055329