MIRAMAR WAY over INTERSTATE 15 & HOV
Map
Coordinates:
+32.88053, -117.1092732°52'50" N, 117°06'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MIRAMAR WAY over INTERSTATE 15 & HOV |
Structure number: | 57 0907 |
Location: | 11-SD-015-M13.33-SD |
Purpose: | Carries highway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 223.1 ft. [68.0 m] |
Total length: | 445.9 ft. [135.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 19° |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
Year reconstructed: | 1989 |
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: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans 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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,000 [as of 2010] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Fair | Good | Good | 15000 | 96.6 |
January 2016 | Fair | Satisfactory | Good | Very Good | 15000 | 97.6 |
January 2014 | Fair | Fair | Very Good | Good | 15000 | 96.6 |
February 2012 | Fair | Fair | Good | Good | 15000 | 96.6 |
February 2010 | Good | Good | Good | Good | 15000 | 97.6 |
April 2008 | Good | Good | Good | Good | 15000 | 97.6 |
May 2006 | Good | Good | Good | Good | 15000 | 97.6 |
January 2004 | Good | Good | Good | Good | 15000 | 97.6 |
January 2002 | Good | Good | Very Good | Good | 14040 | 97.7 |
July 2000 | Good | Good | Very Good | Good | 14040 | 97.7 |
March 1998 | Good | Good | Very Good | Good | 14040 | 97.7 |
January 1996 | Good | Very Good | Very Good | Very Good | 14040 | 97.9 |
March 1994 | Good | Very Good | Very Good | Very Good | 14040 | 97.9 |
February 1992 | Good | Very Good | Very Good | Very Good | 14040 | 97.9 |