28TH STREET over INTERSTATE 110 & RAMP
Map
Coordinates:
+34.02333, -118.2750034°01'24" N, 118°16'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | 28TH STREET over INTERSTATE 110 & RAMP |
Structure number: | 53 0894 |
Location: | 07-LA-110-20.58-LA |
Purpose: | Carries highway overpass over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 128.0 ft. [39.0 m] |
Total length: | 216.5 ft. [66.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 62.0 ft. [18.9 m] |
Vertical clearance above deck: | 15.1 ft. [4.6 m] |
Vertical clearance below bridge: | 17.1 ft. [5.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
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: | 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: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2014] |
Truck traffic: | 5% 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 94.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2016 | 94.0 | Good | Good | Good | Good | FO | 1000 |
October 2014 | 94.0 | Good | Very Good | Very Good | Very Good | FO | 1000 |
October 2012 | 94.0 | Good | Good | Very Good | Good | FO | 1000 |
October 2010 | 94.0 | Good | Good | Very Good | Good | FO | 1000 |
October 2008 | 94.0 | Good | Good | Very Good | Good | FO | 1000 |
February 2007 | 94.0 | Good | Good | Very Good | Good | FO | 1000 |
September 2005 | 94.0 | Good | Good | Very Good | Good | FO | 1000 |
May 2003 | 94.0 | Good | Good | Very Good | Good | - | - |
July 2001 | 94.0 | Good | Good | Very Good | Good | - | - |
January 1999 | 98.0 | Good | Good | Very Good | Good | - | - |
May 1993 | 93.0 | Good | Very Good | Very Good | Very Good | FO | - |
November 1990 | 93.0 | Good | Very Good | Very Good | Very Good | FO | - |