INTERSTATE 110 over W10-S110 CONNECTOR RAMP
Map
Coordinates:
+34.03833, -118.2716734°02'18" N, 118°16'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | INTERSTATE 110 over W10-S110 CONNECTOR RAMP |
Structure number: | 53 1319 |
Location: | 07-LA-110-21.48-LA |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 155.8 ft. [47.5 m] |
Deck width edge-to-edge: | 186.7 ft. [56.9 m] |
Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
Skew angle: | 12° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 270,000 [as of 2015] |
Truck traffic: | 3% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 109.8 tons [99.8 metric tons] |
Inventory rating: | 109.8 tons [99.8 metric tons] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2016 | 98.0 | Good | Good | Good | Good | - | 270000 |
October 2014 | 98.0 | Good | Very Good | Very Good | Very Good | - | 270000 |
October 2012 | 98.0 | Good | Good | Good | Good | - | 270000 |
October 2010 | 96.0 | Good | Good | Good | Good | - | 272100 |
November 2008 | 96.0 | Good | Good | Good | Good | - | 272100 |
February 2007 | 96.0 | Good | Good | Good | Good | - | 272100 |
October 2005 | 96.0 | Good | Good | Good | Good | - | 272100 |
June 2003 | 96.0 | Good | Good | Good | Good | - | 272100 |
August 2001 | 96.0 | Good | Good | Good | Good | - | 272100 |
June 1999 | 96.0 | Good | Good | Good | Good | - | 272100 |
October 1996 | 96.0 | Good | Good | Good | Good | - | 274800 |
June 1993 | 98.0 | Good | Very Good | Very Good | Very Good | - | 283800 |
November 1990 | 98.0 | Good | Very Good | Very Good | Very Good | - | 283800 |