INTERSTATE 15 over CAMINO DEL RIO SOUTH
Map
Coordinates:
+32.77722, -117.1116732°46'38" N, 117°06'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | INTERSTATE 15 over CAMINO DEL RIO SOUTH |
Structure number: | 57 0883 |
Location: | 11-SD-015-R6.03-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 136.2 ft. [41.5 m] |
Total length: | 137.1 ft. [41.8 m] |
Roadway width between curbs: | 144.7 ft. [44.1 m] |
Deck width edge-to-edge: | 148.0 ft. [45.1 m] |
Vertical clearance below bridge: | 18.0 ft. [5.5 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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: December 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 162,000 [as of 2010] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
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: | 83.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
December 2015 | 83.0 | Fair | Satisfactory | Very Good | Very Good | - | 162000 |
January 2014 | 82.0 | Fair | Fair | Very Good | Good | - | 162000 |
January 2012 | 83.0 | Fair | Satisfactory | Very Good | Good | - | 162000 |
February 2010 | 84.1 | Fair | Satisfactory | Very Good | Good | - | 145000 |
March 2008 | 84.1 | Fair | Satisfactory | Very Good | Good | - | 145000 |
March 2006 | 84.1 | Fair | Satisfactory | Very Good | Good | - | 145000 |
January 2004 | 84.1 | Good | Good | Very Good | Good | - | 145000 |
February 2002 | 93.2 | Good | Good | Very Good | Good | - | 49500 |
June 2000 | 93.2 | Good | Good | Very Good | Good | - | 49500 |
March 1998 | 93.2 | Good | Good | Very Good | Good | - | 49500 |
December 1995 | 90.1 | Good | Very Good | Very Good | Very Good | FO | 50000 |
March 1994 | 90.1 | Good | Very Good | Very Good | Very Good | - | 50000 |
February 1992 | 89.8 | Good | Very Good | Very Good | Very Good | - | 53000 |