INTERSTATE 405 over GETTY CENTER DRIVE
Map
Coordinates:
+34.08849, -118.4750134°05'19" N, 118°28'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 405 over GETTY CENTER DRIVE |
Structure number: | 53 0738 |
Location: | 07-LA-405-34.21-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 121.1 ft. [36.9 m] |
Roadway width between curbs: | 380.6 ft. [116.0 m] |
Deck width edge-to-edge: | 380.6 ft. [116.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Year reconstructed: | 2015 |
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: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 274,000 [as of 2014] |
Truck traffic: | 4% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 274000 | 85.0 |
August 2015 | Good | Very Good | Very Good | Very Good | 274000 | 85.0 |
August 2013 | Good | Good | Good | Good | 274000 | 83.0 |
August 2011 | Good | Good | Good | Good | 274000 | 83.0 |
August 2009 | Good | Good | Good | Good | 274000 | 83.0 |
January 2008 | Fair | Satisfactory | Good | Good | 274000 | 83.0 |
July 2006 | Fair | Satisfactory | Good | Good | 274000 | 83.0 |
February 2004 | Fair | Satisfactory | Good | Good | 274000 | 83.0 |
December 2001 | Good | Good | Good | Good | 268700 | 96.0 |
January 1998 | Good | Good | Good | Good | 268700 | 98.0 |
January 1996 | Good | Good | Very Good | Very Good | 276500 | 98.0 |
January 1994 | Good | Good | Very Good | Very Good | 276500 | 98.0 |
April 1992 | Good | Good | Very Good | Very Good | 275200 | 98.0 |
February 1990 | Good | Good | Very Good | Very Good | 275200 | 98.0 |
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. | 77 | 77 | 0 | 0 | 0 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 37 | 36 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,280 | 4,279 | 0 | 1 | 0 |
Wearing Surfaces | sq. ft. | 2,144 | 2,144 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 117 | 117 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 110 | 110 | 0 | 0 | 0 |