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CRENSHAW BLVD over INTERSTATE 10

Los Angeles County, California

Map

Coordinates:
+34.03539, -118.33374
34°02'07" N, 118°20'01" W

Facts

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

Name:	CRENSHAW BLVD over INTERSTATE 10
Structure number:	53 1571
Location:	07-LA-010-R11.39-LA
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	82.0 ft. `[25.0 m]`
Total length:	248.0 ft. `[75.6 m]`
Roadway width between curbs:	84.3 ft. `[25.7 m]`
Deck width edge-to-edge:	102.0 ft. `[31.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	28°
Owner:	State Highway Agency `[01]`
Year built:	1962
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:	4
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	52,287 `[as of 2004]`
Truck traffic:	2% 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:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	68.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,948,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2016	Good	Good	Good	Good	52287	68.3
September 2014	Good	Very Good	Very Good	Very Good	52287	68.3
September 2012	Fair	Fair	Good	Good	52287	67.2
September 2010	Fair	Fair	Good	Good	52287	67.2
September 2008	Fair	Fair	Good	Good	52287	67.2
September 2006	Fair	Fair	Good	Good	52287	67.2
November 2004	Fair	Fair	Good	Good	52287	67.2
November 2002	Fair	Fair	Good	Good	52287	67.2
May 2001	Fair	Fair	Good	Good	52287	0.0
September 2000	Fair	Fair	Good	Good	52287	67.2
December 1993	Good	Good	Good	Good	52287	70.5
December 1991	Good	Very Good	Very Good	Very Good	52287	69.6

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
Reinforced Concrete Closed Web/Box Girder	linear ft.	76	76	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,351	2,351	0	0	0
Concrete Protective Coating	sq. ft.	2,351	2,351	0	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	72	72	0	0	0
Joints
Pourable Joint	linear ft.	36	36	0	0	0
Compression Joint	linear ft.	36	36	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	176	175	1	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/1054966