W134-COLORADO OFF over FIGUEROA ST-E134 ON RAMP
Map
Coordinates:
+34.14333, -118.1816734°08'36" N, 118°10'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | W134-COLORADO OFF over FIGUEROA ST-E134 ON RAMP |
Structure number: | 53 2148K |
Location: | 07-LA-134-R11.52-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 160.1 ft. [48.8 m] |
Total length: | 284.1 ft. [86.6 m] |
Roadway width between curbs: | 31.8 ft. [9.7 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 18.4 ft. [5.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: | Prestressed concrete continuous [6] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,000 [as of 1998] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 104.4 tons [94.9 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 98.6 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2016 | 98.6 | Good | Very Good | Good | Good | - | 4000 |
February 2014 | 98.6 | Fair | Satisfactory | Very Good | Good | - | 4000 |
February 2012 | 98.6 | Fair | Satisfactory | Very Good | Good | - | 4000 |
February 2010 | 96.6 | Fair | Fair | Very Good | Good | - | 4000 |
February 2008 | 96.6 | Fair | Fair | Very Good | Good | - | 4000 |
March 2006 | 96.6 | Fair | Fair | Very Good | Good | - | 4000 |
September 2003 | 96.6 | Fair | Fair | Very Good | Good | - | 4000 |
September 2001 | 96.6 | Fair | Fair | Very Good | Good | - | 4000 |
September 1999 | 97.6 | Fair | Satisfactory | Very Good | Good | - | 4000 |
September 1997 | 97.6 | Fair | Satisfactory | Very Good | Good | - | 4000 |
November 1995 | 97.7 | Good | Good | Very Good | Very Good | - | 4000 |
September 1992 | 97.7 | Good | Good | Very Good | Very Good | - | 4000 |
November 1989 | 96.6 | Good | Very Good | Very Good | Very Good | - | 2500 |