CLAIREMONT MESA BL over INTERSTATE 805 & RAMPS
Map
Coordinates:
+32.83346, -117.1694432°50'00" N, 117°10'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CLAIREMONT MESA BL over INTERSTATE 805 & RAMPS |
Structure number: | 57 0684 |
Location: | 11-SD-805-22.56-SD |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 112.9 ft. [34.4 m] |
Total length: | 415.0 ft. [126.5 m] |
Roadway width between curbs: | 87.9 ft. [26.8 m] |
Deck width edge-to-edge: | 115.5 ft. [35.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: November 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 27,000 [as of 2007] |
Truck traffic: | 4% 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2016 | Good | Good | Good | Good | 27000 | 86.1 |
November 2014 | Good | Very Good | Very Good | Good | 27000 | 86.1 |
November 2012 | Fair | Good | Satisfactory | Satisfactory | 27000 | 86.1 |
January 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 49000 | 80.5 |
November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 49000 | 80.5 |
December 2006 | Fair | Satisfactory | Good | Good | 49000 | 80.5 |
December 2004 | Fair | Satisfactory | Good | Good | 49000 | 80.5 |
November 2002 | Good | Good | Good | Good | 49000 | 82.8 |
November 2000 | Good | Good | Good | Good | 49000 | 0.0 |
July 1998 | Good | Good | Good | Good | 49000 | 0.0 |
December 1996 | Good | Good | Good | Good | 49000 | 82.8 |
December 1994 | Good | Very Good | Very Good | Very Good | 49000 | 83.3 |
December 1992 | Good | Very Good | Very Good | Very Good | 49000 | 83.3 |
September 1990 | Good | Very Good | Very Good | Very Good | 49000 | 83.3 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 127 | 124 | 3 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,452 | 4,451 | 1 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 4,375 | 4,375 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 8 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 92 | 87 | 4 | 1 | 0 |
Joints |
Compression Joint | linear ft. | 57 | 57 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 253 | 233 | 20 | 0 | 0 |