U.S. HIGHWAY 101 over VENTURA BLVD
Map
Coordinates:
+34.17000, -118.6116734°10'12" N, 118°36'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | U.S. HIGHWAY 101 over VENTURA BLVD |
Structure number: | 53 1065 |
Location: | 07-LA-101-25.76-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 171.9 ft. [52.4 m] |
Roadway width between curbs: | 122.4 ft. [37.3 m] |
Deck width edge-to-edge: | 128.0 ft. [39.0 m] |
Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
Skew angle: | 49° |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Year reconstructed: | 1989 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 202,000 [as of 2009] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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] |
Operating rating: | 43.1 tons [39.2 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 85.0 | Good | Very Good | Very Good | Very Good | - | 202000 |
May 2014 | 85.0 | Good | Good | Good | Good | - | 202000 |
May 2012 | 85.0 | Good | Good | Good | Good | - | 180000 |
July 2010 | 84.0 | Fair | Fair | Good | Good | - | 180000 |
October 2006 | 84.0 | Fair | Fair | Good | Good | - | 207000 |
March 2004 | 85.0 | Fair | Satisfactory | Good | Good | - | 207000 |
April 2002 | 85.0 | Fair | Satisfactory | Good | Good | - | 242100 |
May 2000 | 85.0 | Fair | Satisfactory | Good | Good | - | 242100 |
March 1998 | 85.0 | Fair | Satisfactory | Good | Good | - | 242100 |
April 1996 | 85.0 | Good | Good | Good | Good | - | 182700 |
September 1994 | 85.0 | Good | Good | Good | Good | - | 182700 |
May 1992 | 86.0 | Good | Good | Good | Good | - | 159700 |