I 210 EB over GLENOAKS BLVD
Map
Coordinates:
+34.32333, -118.4700034°19'24" N, 118°28'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | I 210 EB over GLENOAKS BLVD |
Structure number: | 53 1951R |
Location: | 07-LA-210-R1.40-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 132.2 ft. [40.3 m] |
Total length: | 133.9 ft. [40.8 m] |
Roadway width between curbs: | 50.9 ft. [15.5 m] |
Deck width edge-to-edge: | 53.2 ft. [16.2 m] |
Vertical clearance below bridge: | 19.4 ft. [5.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 38,000 [as of 2009] |
Truck traffic: | 8% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 85.1 tons [77.4 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 91.3 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2016 | 91.3 | Good | Good | Good | Good | - | 38000 |
July 2014 | 91.3 | Good | Good | Very Good | Good | - | 38000 |
July 2012 | 91.3 | Good | Good | Very Good | Good | - | 38000 |
January 2011 | 91.2 | Good | Good | Very Good | Good | - | 39000 |
July 2008 | 91.2 | Good | Good | Very Good | Good | - | 39000 |
November 2006 | 91.2 | Good | Good | Very Good | Good | - | 39000 |
October 2004 | 91.2 | Good | Good | Very Good | Good | - | 39000 |
October 2002 | 93.7 | Good | Good | Very Good | Good | - | 33500 |
November 2000 | 92.4 | Good | Good | Very Good | Good | - | 26900 |
October 1998 | 92.4 | Good | Good | Very Good | Good | - | 26900 |
November 1996 | 92.4 | Good | Good | Very Good | Good | - | 26800 |
November 1994 | 92.9 | Good | Very Good | Very Good | Very Good | - | 26800 |
November 1992 | 93.0 | Good | Very Good | Very Good | Very Good | - | 25750 |
February 1991 | 93.0 | Good | Very Good | Very Good | Very Good | - | 25750 |