INTERSTATE 5 over CHATSWORTH DR
Map
Coordinates:
+34.27317, -118.4491934°16'23" N, 118°26'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 5 over CHATSWORTH DR |
Structure number: | 53 1220 |
Location: | 07-LA-005-39.92-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 86.9 ft. [26.5 m] |
Total length: | 166.0 ft. [50.6 m] |
Roadway width between curbs: | 159.8 ft. [48.7 m] |
Deck width edge-to-edge: | 165.4 ft. [50.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Year reconstructed: | 2010 |
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 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 153,000 [as of 2009] |
Truck traffic: | 10% 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 153000 | 83.0 |
February 2015 | Good | Very Good | Very Good | Very Good | 153000 | 83.0 |
February 2013 | Good | Good | Good | Good | 153000 | 83.0 |
February 2011 | Poor | Poor | Good | Good | 152000 | 82.0 |
February 2009 | Poor | Poor | Good | Good | 152000 | 82.0 |
March 2007 | Fair | Satisfactory | Good | Good | 152000 | 85.0 |
March 2005 | Fair | Satisfactory | Good | Good | 152000 | 85.0 |
April 2003 | Fair | Satisfactory | Good | Good | 139000 | 87.0 |
July 2001 | Fair | Fair | Good | Good | 111900 | 85.3 |
April 1999 | Fair | Fair | Good | Good | 111900 | 85.3 |
April 1997 | Fair | Fair | Good | Good | 111900 | 85.3 |
September 1995 | Good | Good | Very Good | Very Good | 116200 | 88.2 |
April 1993 | Good | Good | Very Good | Very Good | 113100 | 98.0 |
April 1989 | Good | Good | Very Good | Very Good | 113100 | 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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 102 | 98 | 4 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,580 | 2,576 | 4 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,500 | 2,500 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 104 | 104 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 104 | 104 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 133 | 123 | 2 | 8 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 152 | 152 | 0 | 0 | 0 |