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W134-COLORADO OFF over FIGUEROA ST-E134 ON RAMP

Los Angeles County, California

Map

Coordinates:
+34.14114, -118.18546
34°08'28" N, 118°11'08" W

Facts

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

Name:	W134-COLORADO OFF over FIGUEROA ST-E134 ON RAMP
Structure number:	53 2148K
Location:	07-LA-134-R11.52-LA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	160.1 ft. `[48.8 m]`
Total length:	284.1 ft. `[86.6 m]`
Roadway width between curbs:	31.8 ft. `[9.7 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1971
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:	Prestressed concrete continuous `[6]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,000 `[as of 1998]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 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]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	87.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Good	Good	Fair	4000	87.6
February 2016	Good	Very Good	Good	Good	4000	98.6
February 2014	Fair	Satisfactory	Very Good	Good	4000	98.6
February 2012	Fair	Satisfactory	Very Good	Good	4000	98.6
February 2010	Fair	Fair	Very Good	Good	4000	96.6
February 2008	Fair	Fair	Very Good	Good	4000	96.6
March 2006	Fair	Fair	Very Good	Good	4000	96.6
September 2003	Fair	Fair	Very Good	Good	4000	96.6
September 2001	Fair	Fair	Very Good	Good	4000	96.6
September 1999	Fair	Satisfactory	Very Good	Good	4000	97.6
September 1997	Fair	Satisfactory	Very Good	Good	4000	97.6
November 1995	Good	Good	Very Good	Very Good	4000	97.7
September 1992	Good	Good	Very Good	Very Good	4000	97.7
November 1989	Good	Very Good	Very Good	Very Good	2500	96.6

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	87	77	10	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	900	899	1	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	21	12	9	0	0
Joints
Compression Joint	linear ft.	20	18	2	0	0
Bearings
Enclosed/Concealed Bearing	each	2	2	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	174	174	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/1055538