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INTERSTATE 10 over SEPULVEDA BLVD
Map
Coordinates:
+34.03139, -118.43152
34°01'53" N, 118°25'53" W
+34.03139, -118.43152
34°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 |
© 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/1055002
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1055002