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ROUTE 118 over HAYVENHURST AVE

Los Angeles County, California

Map

Coordinates:
+34.27472, -118.49369
34°16'29" N, 118°29'37" W

Facts

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

Name:	ROUTE 118 over HAYVENHURST AVE
Structure number:	53 2204
Location:	07-LA-118-R8.34-LA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	196.9 ft. `[60.0 m]`
Total length:	199.2 ft. `[60.7 m]`
Roadway width between curbs:	166.3 ft. `[50.7 m]`
Deck width edge-to-edge:	171.9 ft. `[52.4 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	44°
Owner:	State Highway Agency `[01]`
Year built:	1976
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 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	219,000 `[as of 2009]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 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:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	85.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2016	Good	Good	Very Good	Good	219000	85.0
May 2014	Fair	Satisfactory	Very Good	Good	219000	85.0
May 2012	Good	Good	Very Good	Good	219000	85.0
October 2010	Good	Good	Very Good	Good	210000	85.0
May 2008	Good	Good	Very Good	Good	210000	85.0
June 2006	Good	Good	Very Good	Good	210000	85.0
December 2004	Good	Good	Very Good	Good	210000	85.0
January 2003	Good	Good	Very Good	Good	175000	85.0
March 2001	Good	Good	Very Good	Good	157800	84.0
January 1999	Good	Good	Very Good	Good	157800	84.0
January 1997	Good	Good	Very Good	Good	178600	84.0
January 1995	Good	Very Good	Very Good	Very Good	178600	85.4
January 1993	Good	Very Good	Very Good	Very Good	174200	85.8
April 1991	Good	Very Good	Very Good	Very Good	174200	85.8

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.	122	120	2	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,180	2,780	400	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	105	100	5	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Pourable Joint	linear ft.	73	69	4	0	0
Compression Joint	linear ft.	73	73	0	0	0
Bearings
Elastomeric Bearing	each	40	40	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	122	120	2	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/1055595