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PRAIRIE ST over LIMEKILN CANYON WASH

Los Angeles County, California

Map

Coordinates:
+34.23906, -118.56451
34°14'21" N, 118°33'52" W

Facts

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

Name:	PRAIRIE ST over LIMEKILN CANYON WASH
Structure number:	53C1756
Location:	0.1 W/O CORBIN AVE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	25.3 ft. `[7.7 m]`
Total length:	26.9 ft. `[8.2 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	64.0 ft. `[19.5 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1982
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,700 `[as of 2005]`
Truck traffic:	2% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	85.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Fair	Fair	Good	3700	85.6
March 2015	Fair	Satisfactory	Satisfactory	Good	3700	97.7
March 2013	Fair	Fair	Good	Good	3700	90.6
May 2011	Fair	Fair	Good	Good	3000	90.7
March 2009	Fair	Fair	Good	Good	3000	90.7
August 2006	Fair	Fair	Good	Good	3000	96.7
February 2004	Good	Good	Good	Good	2000	97.8
April 2001	Good	Good	Good	Good	2000	97.8
March 1999	Good	Good	Good	Good	2000	97.8
May 1997	Good	Good	Good	Good	2000	97.8
December 1994	Good	Good	Good	Good	2000	97.8
November 1992	Good	Good	Very Good	Very Good	2000	97.9
November 1990	Good	Very Good	Very Good	Very Good	2000	97.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	40	38	2	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Pourable Joint	linear ft.	26	0	4	0	22
Bridge Rail
Other Material Bridge Rail	linear ft.	22	22	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	106	0	106	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/1057448