PEORIA STREET over ROUTE 5
Map
Coordinates:
+34.23000, -118.3916734°13'48" N, 118°23'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | PEORIA STREET over ROUTE 5 |
Structure number: | 53 1119 |
Location: | 07-LA-005-35.35-LA |
Purpose: | Carries highway overpass over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 220.2 ft. [67.1 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
Skew angle: | 19° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
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: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,100 [as of 1998] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 78.4 tons [71.3 metric tons] |
Inventory rating: | 47.4 tons [43.1 metric tons] |
Sufficiency rating: | 93.8 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2015 | 93.8 | Good | Very Good | Good | Very Good | FO | 2100 |
May 2011 | 93.8 | Fair | Satisfactory | Good | Good | FO | 2100 |
January 2009 | 93.8 | Fair | Satisfactory | Good | Good | FO | 2100 |
February 2007 | 93.8 | Good | Good | Good | Good | FO | 2100 |
April 2005 | 93.8 | Good | Good | Good | Good | FO | 2100 |
March 2003 | 93.8 | Good | Good | Good | Good | FO | 2100 |
May 2001 | 95.8 | Good | Good | Good | Good | - | 2100 |
April 1999 | 95.8 | Good | Good | Good | Good | - | 2100 |
April 1997 | 95.8 | Good | Good | Good | Good | - | 2100 |
May 1995 | 95.8 | Good | Very Good | Very Good | Very Good | - | 2100 |
April 1993 | 95.8 | Good | Very Good | Very Good | Very Good | - | 2100 |
August 1991 | 95.8 | Good | Very Good | Very Good | Very Good | - | 2100 |