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WENTWORTH ST over PACOIMA DIVERSION CHNL

Los Angeles County, California

Map

Coordinates:
+34.23195, -118.41819
34°13'55" N, 118°25'05" W

Facts

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

Name:	WENTWORTH ST over PACOIMA DIVERSION CHNL
Structure number:	53C1379
Location:	0.2 MI SW ARLETA AVE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	76.1 ft. `[23.2 m]`
Total length:	79.1 ft. `[24.1 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	38.1 ft. `[11.6 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1955
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	3,100 `[as of 2011]`
Truck traffic:	2% of total traffic
Deck condition:	Poor `[4 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	63.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$462,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2016	Poor	Poor	Fair	Good	3100	63.5
December 2014	Fair	Fair	Satisfactory	Very Good	3100	76.6
December 2012	Fair	Fair	Satisfactory	Good	3100	76.6
March 2011	Fair	Fair	Satisfactory	Good	3100	76.6
December 2008	Fair	Fair	Satisfactory	Good	3100	76.6
January 2006	Fair	Good	Satisfactory	Good	3100	77.6
May 2005	Fair	Good	Satisfactory	Good	3100	77.6
May 2001	Good	Good	Good	Good	3100	77.6
May 1999	Good	Good	Good	Good	3100	77.6
May 1997	Fair	Fair	Satisfactory	Good	3100	76.6
January 1995	Good	Good	Good	Good	3100	77.6
January 1993	Good	Good	Very Good	Very Good	3100	77.7
December 1990	Good	Good	Very Good	Very Good	3100	77.7

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
Steel Girder/Beam	linear ft.	137	0	137	0	0
Steel Protective Coating	sq. ft.	137	67	70	0	0
Deck
Reinforced Concrete Deck	sq. ft.	190	0	90	100	0
Wearing Surfaces	sq. ft.	190	100	90	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	23	23	0	0	0
Bearings
Elastomeric Bearing	each	12	12	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	77	77	0	0	0
Steel Protective Coating	sq. ft.	38	38	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/1057132