RTE 110 over TORRANCE BLVD
Map
Coordinates:
+33.84167, -118.2866733°50'30" N, 118°17'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RTE 110 over TORRANCE BLVD |
Structure number: | 53 0962 |
Location: | 07-LA-110-7.74-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 66.9 ft. [20.4 m] |
Roadway width between curbs: | 149.0 ft. [45.4 m] |
Deck width edge-to-edge: | 156.8 ft. [47.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 12° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 218,000 [as of 2015] |
Truck traffic: | 5% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 109.8 tons [99.8 metric tons] |
Inventory rating: | 67.8 tons [61.6 metric tons] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 83.0 | Good | Very Good | Very Good | Very Good | - | 218000 |
April 2014 | 83.0 | Good | Good | Good | Good | - | 218000 |
April 2012 | 82.0 | Fair | Fair | Good | Good | - | 218000 |
July 2010 | 82.0 | Fair | Fair | Good | Good | - | 266000 |
August 2008 | 82.0 | Fair | Fair | Good | Good | - | 266000 |
July 2007 | 82.0 | Fair | Fair | Good | Good | - | 266000 |
October 2006 | 82.0 | Fair | Fair | Good | Good | - | 266000 |
April 2005 | 82.0 | Fair | Fair | Good | Good | - | 199500 |
March 2003 | 82.0 | Fair | Fair | Good | Good | - | 140000 |
March 2001 | 83.0 | Fair | Satisfactory | Good | Good | - | 178900 |
September 1998 | 83.0 | Fair | Satisfactory | Good | Good | - | 178900 |
January 1996 | 85.2 | Good | Good | Very Good | Very Good | - | 167200 |
March 1993 | 85.7 | Good | Good | Very Good | Very Good | - | 160100 |
June 1990 | 85.7 | Good | Good | Very Good | Very Good | - | 160100 |