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S5-E210 CONNECTOR over I 5 & CONNECTORS

Los Angeles County, California

Map

Coordinates:
+34.31650, -118.48977
34°18'59" N, 118°29'23" W

Facts

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

Name:	S5-E210 CONNECTOR over I 5 & CONNECTORS
Structure number:	53 1985F
Location:	07-LA-005-R44.01-LA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	175.5 ft. `[53.5 m]`
Total length:	623.4 ft. `[190.0 m]`
Roadway width between curbs:	63.0 ft. `[19.2 m]`
Deck width edge-to-edge:	65.0 ft. `[19.8 m]`
Vertical clearance above deck:	17.7 ft. `[5.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1975
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	5
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	15,900 `[as of 1998]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 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:	Superior to present desirable criteria `[9]`
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:	90.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Fair	Good	Good	15900	90.5
February 2015	Good	Good	Very Good	Very Good	15900	94.5
February 2013	Fair	Satisfactory	Very Good	Good	15900	94.5
February 2011	Fair	Satisfactory	Very Good	Good	15900	94.5
February 2009	Good	Good	Very Good	Good	15900	94.5
March 2007	Good	Good	Very Good	Good	15900	94.5
April 2003	Good	Good	Very Good	Good	15900	94.5
June 2001	Good	Good	Very Good	Good	15900	94.5
April 1997	Good	Good	Very Good	Good	15900	94.5
September 1995	Good	Very Good	Very Good	Very Good	15401	94.8
April 1993	Good	Very Good	Very Good	Very Good	15401	94.8
September 1991	Good	Very Good	Very Good	Very Good	15401	94.8

Element Data

Source: National Bridge Elements dataset, 2018 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.	370	310	60	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,665	2,663	961	41	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	79	79	0	0	0
Steel Pile	each	1	1	0	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Pourable Joint	linear ft.	38	38	0	0	0
Compression Joint	linear ft.	60	60	0	0	0
Bearings
Elastomeric Bearing	each	16	16	0	0	0
Enclosed/Concealed Bearing	each	2	2	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	382	382	0	0	0

© Copyright 2012-19, 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/1055374