E105-S110 CONN over UP RR,117TH ST, FIGUEROA
Map
Coordinates:
+33.92833, -118.2816733°55'42" N, 118°16'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | E105-S110 CONN over UP RR,117TH ST, FIGUEROA |
Structure number: | 53 2403G |
Location: | 07-LA-105-R7.20-LA |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 157.2 ft. [47.9 m] |
Total length: | 720.2 ft. [219.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Vertical clearance below bridge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 5 |
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: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,000 [as of 2006] |
Truck traffic: | 6% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 59.5 tons [54.1 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 95.7 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 95.7 | Good | Very Good | Very Good | Very Good | - | 14000 |
April 2014 | 95.7 | Fair | Satisfactory | Good | Good | - | 14000 |
April 2012 | 90.6 | Fair | Satisfactory | Good | Good | - | 14000 |
April 2010 | 90.6 | Good | Good | Good | Good | - | 14000 |
April 2008 | 90.6 | Good | Good | Very Good | Good | - | 14000 |
April 2006 | 90.6 | Good | Good | Very Good | Good | - | 14000 |
April 2004 | 89.6 | Good | Good | Very Good | Good | - | 13800 |
April 2002 | 89.6 | Good | Good | Very Good | Good | - | 13800 |
June 2000 | 89.6 | Fair | Satisfactory | Very Good | Good | - | 13800 |
January 1999 | 89.6 | Good | Good | Very Good | Good | - | 13800 |
July 1997 | 89.6 | Good | Good | Very Good | Good | - | 13800 |
October 1995 | 91.9 | Good | Excellent | Excellent | Excellent | - | 13800 |