Share:

ALONDRA BLVD over COMPTON CRK

Los Angeles County, California

Map

Coordinates:
+33.88846, -118.22950
33°53'18" N, 118°13'46" W

View more info at Bridgehunter.com

Facts

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

Name:	ALONDRA BLVD over COMPTON CRK
Structure number:	53C0460
Location:	0.5MI E/O WILMINGTON AVE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	34.5 ft. `[10.5 m]`
Total length:	76.1 ft. `[23.2 m]`
Roadway width between curbs:	60.0 ft. `[18.3 m]`
Deck width edge-to-edge:	73.2 ft. `[22.3 m]`
Skew angle:	30°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1938
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:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	29,362 `[as of 2012]`
Truck traffic:	4% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. `[9]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	66.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,343,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Poor	Poor	Fair	Good	29362	66.0
April 2015	Poor	Poor	Fair	Good	29362	66.0
April 2013	Poor	Serious	Fair	Satisfactory	29362	63.7
April 2011	Poor	Serious	Fair	Satisfactory	27700	66.2
June 2009	Poor	Poor	Fair	Satisfactory	27700	68.5
June 2007	Poor	Serious	Fair	Satisfactory	27700	67.4
May 2005	Fair	Fair	Fair	Satisfactory	27700	71.9
June 2003	Poor	Poor	Fair	Satisfactory	27700	69.6
March 2001	Fair	Satisfactory	Fair	Satisfactory	18000	75.8
March 1998	Poor	Serious	Serious	Satisfactory	18000	34.4
February 1996	Good	Good	Good	Good	18000	87.5
January 1994	Fair	Good	Satisfactory	Good	18000	87.7
January 1992	Fair	Good	Satisfactory	Good	18000	87.7
February 1990	Good	Good	Good	Good	16300	88.1

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.	232	0	232	0	0
Steel Protective Coating	sq. ft.	495	0	0	0	495
Deck
Reinforced Concrete Deck	sq. ft.	516	0	424	92	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	29	29	0	0	0
Reinforced Concrete Abutment	linear ft.	58	58	0	0	0
Timber Pile	each	1	1	0	0	0
Joints
Pourable Joint	linear ft.	63	0	0	63	0
Bearings
Movable Bearing	each	20	0	20	0	0
Steel Protective Coating	sq. ft.	20	0	0	0	20
Fixed Bearing	each	20	0	20	0	0
Steel Protective Coating	sq. ft.	20	0	0	0	20
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	46	12	11	23	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/1056414