ROUTE 5 over TUXFORD STREET
Map
Coordinates:
+34.22687, -118.3816334°13'37" N, 118°22'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 5 over TUXFORD STREET |
Structure number: | 53 1117 |
Location: | 07-LA-005-34.65-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 86.3 ft. [26.3 m] |
Total length: | 179.1 ft. [54.6 m] |
Roadway width between curbs: | 150.9 ft. [46.0 m] |
Deck width edge-to-edge: | 156.5 ft. [47.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 52° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 183,000 [as of 2009] |
Truck traffic: | 9% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 183000 | 84.0 |
January 2015 | Good | Very Good | Very Good | Very Good | 183000 | 84.0 |
January 2013 | Good | Good | Good | Good | 183000 | 84.0 |
May 2011 | Fair | Fair | Good | Good | 183000 | 83.0 |
January 2009 | Fair | Fair | Good | Good | 185000 | 83.0 |
February 2007 | Poor | Poor | Good | Good | 185000 | 81.0 |
April 2005 | Fair | Satisfactory | Good | Good | 185000 | 84.0 |
March 2003 | Fair | Satisfactory | Good | Good | 177000 | 84.0 |
May 2001 | Fair | Fair | Good | Good | 148100 | 82.0 |
April 1999 | Fair | Fair | Good | Good | 148100 | 82.0 |
April 1997 | Fair | Fair | Good | Good | 148100 | 63.0 |
April 1995 | Good | Very Good | Very Good | Very Good | 158100 | 64.0 |
April 1993 | Good | Very Good | Very Good | Very Good | 162100 | 64.0 |
August 1991 | Good | Very Good | Very Good | Very Good | 162100 | 64.0 |
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. | 55 | 45 | 10 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,610 | 2,609 | 0 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 2,530 | 2,530 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 98 | 98 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 274 | 271 | 1 | 2 | 0 |
Bearings |
Movable Bearing | each | 45 | 45 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 164 | 163 | 0 | 1 | 0 |