INTERSTATE 10 over SEPULVEDA BLVD
Map
Coordinates:
+34.03139, -118.4315234°01'53" N, 118°25'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 10 over SEPULVEDA BLVD |
Structure number: | 53 1623 |
Location: | 07-LA-010-R5.56-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 112.9 ft. [34.4 m] |
Total length: | 206.0 ft. [62.8 m] |
Roadway width between curbs: | 158.5 ft. [48.3 m] |
Deck width edge-to-edge: | 163.1 ft. [49.7 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
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: | 3 |
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: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 258,000 [as of 2009] |
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 |
---|
February 2018 | Good | Good | Good | Good | 258000 | 85.0 |
July 2016 | Good | Good | Good | Good | 258000 | 85.0 |
July 2014 | Good | Very Good | Very Good | Very Good | 258000 | 85.0 |
July 2012 | Fair | Fair | Good | Good | 268300 | 84.0 |
July 2010 | Fair | Fair | Good | Good | 268300 | 84.0 |
July 2008 | Fair | Satisfactory | Good | Good | 268300 | 85.0 |
July 2006 | Fair | Satisfactory | Good | Good | 268300 | 85.0 |
September 2004 | Fair | Satisfactory | Good | Good | 268300 | 85.0 |
October 2002 | Fair | Satisfactory | Good | Good | 269000 | 85.0 |
April 2001 | Fair | Satisfactory | Good | Good | 251600 | 85.0 |
July 1997 | Fair | Fair | Good | Good | 251600 | 78.0 |
November 1993 | Good | Good | Very Good | Very Good | 259200 | 85.0 |
October 1991 | Good | Good | Very Good | Very Good | 272000 | 85.0 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 63 | 33 | 30 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,122 | 3,122 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 3,033 | 3,033 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 108 | 105 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 108 | 108 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 108 | 107 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 63 | 63 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 126 | 124 | 2 | 0 | 0 |