BALBOA AVE EB over MURPHY CANYON RD
Map
Coordinates:
+32.82250, -117.1186132°49'21" N, 117°07'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | BALBOA AVE EB over MURPHY CANYON RD |
Structure number: | 57 0880R |
Location: | 11-SD-000-0.00-SD |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 121.1 ft. [36.9 m] |
Total length: | 125.0 ft. [38.1 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Vertical clearance below bridge: | 23.6 ft. [7.2 m] |
Skew angle: | 13° |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
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] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,700 [as of 2010] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
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: | 59.5 tons [54.1 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 95.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2016 | 95.0 | Good | Good | Very Good | Very Good | - | 10700 |
January 2014 | 95.0 | Good | Good | Very Good | Good | - | 10700 |
February 2012 | 95.0 | Good | Good | Very Good | Good | - | 10700 |
February 2010 | 95.0 | Good | Good | Very Good | Good | - | 10700 |
March 2009 | 95.0 | Good | Good | Very Good | Good | - | 10700 |
March 2007 | 97.0 | Good | Good | Very Good | Good | - | 10700 |
January 2006 | 97.0 | Good | Good | Very Good | Good | - | 10700 |
December 2001 | 97.0 | Good | Good | Very Good | Good | - | 10700 |
July 1999 | 97.0 | Good | Good | Very Good | Good | - | 10700 |
August 1997 | 97.0 | Good | Good | Very Good | Good | - | 10700 |
July 1995 | 97.1 | Good | Very Good | Very Good | Very Good | - | 11800 |
February 1992 | 97.0 | Good | Very Good | Very Good | Very Good | - | 13100 |