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E118-W210 CONN OC over ROUTE 210, PAXTON RA

Los Angeles County, California

Map

Coordinates:
+34.28575, -118.41043
34°17'09" N, 118°24'38" W

Facts

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

Name:	E118-W210 CONN OC over ROUTE 210, PAXTON RA
Structure number:	53 2102G
Location:	07-LA-118-R13.94-LA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	220.2 ft. `[67.1 m]`
Total length:	1665.4 ft. `[507.6 m]`
Roadway width between curbs:	34.5 ft. `[10.5 m]`
Deck width edge-to-edge:	38.1 ft. `[11.6 m]`
Vertical clearance below bridge:	29.5 ft. `[9.0 m]`
Skew angle:	99°
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 / HS 20 `[5]`
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: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	13,140 `[as of 2009]`
Truck traffic:	3% 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:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	89.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Good	Good	13140	89.6
July 2016	Good	Good	Good	Good	11800	89.8
July 2014	Good	Good	Very Good	Very Good	11800	89.8
July 2012	Fair	Satisfactory	Very Good	Good	11800	89.8
January 2011	Fair	Satisfactory	Very Good	Good	11800	89.8
July 2008	Fair	Satisfactory	Very Good	Good	11800	89.8
August 2006	Fair	Satisfactory	Very Good	Good	11800	89.8
January 2005	Fair	Satisfactory	Very Good	Good	11800	89.8
January 2003	Fair	Satisfactory	Very Good	Good	11800	89.8
March 2001	Fair	Fair	Very Good	Good	11800	88.7
January 1999	Fair	Fair	Very Good	Good	11800	88.7
February 1997	Good	Good	Very Good	Good	11800	89.8
February 1995	Good	Very Good	Very Good	Very Good	11800	90.0
January 1993	Good	Very Good	Very Good	Very Good	11800	90.0
June 1991	Good	Very Good	Very Good	Very Good	11800	90.0

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.	233	233	0	0	0
Reinforced Concrete Closed Web/Box Girder	linear ft.	274	274	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	5,880	5,859	1	20	0
Concrete Protective Coating	sq. ft.	5,340	5,340	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	23	21	2	0	0
Joints
Strip Seal Joint	linear ft.	33	33	0	0	0
Pourable Joint	linear ft.	12	12	0	0	0
Compression Joint	linear ft.	12	11	1	0	0
Bearings
Elastomeric Bearing	each	15	15	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,039	1,039	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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