CLAREMONT MESA WB over ROUTE 163 & RAMPS
Map
Coordinates:
+32.83247, -117.1413532°49'57" N, 117°08'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CLAREMONT MESA WB over ROUTE 163 & RAMPS |
Structure number: | 57 0368 |
Location: | 11-SD-163-8.81-SD |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 261.5 ft. [79.7 m] |
Roadway width between curbs: | 45.3 ft. [13.8 m] |
Deck width edge-to-edge: | 53.5 ft. [16.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Year reconstructed: | 2007 |
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: | Prestressed concrete [5] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,600 [as of 2009] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 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] |
Sufficiency rating: | 95.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2015 | Fair | Satisfactory | Very Good | Good | 18600 | 95.2 |
March 2013 | Fair | Satisfactory | Very Good | Good | 18600 | 95.2 |
April 2011 | Fair | Satisfactory | Very Good | Good | 18600 | 95.2 |
April 2009 | Fair | Satisfactory | Very Good | Good | 18600 | 95.2 |
June 2007 | Fair | Satisfactory | Very Good | Good | 18600 | 96.2 |
July 2005 | Fair | Satisfactory | Very Good | Good | 18600 | 75.7 |
August 2003 | Fair | Good | Fair | Good | 28680 | 64.8 |
September 2001 | Fair | Good | Fair | Good | 28680 | 64.8 |
February 2000 | Fair | Good | Fair | Good | 28680 | 65.9 |
February 1998 | Good | Good | Very Good | Good | 28680 | 77.6 |
July 1997 | Good | Good | Very Good | Good | 28680 | 77.6 |
June 1995 | Good | Good | Good | Good | 28680 | 78.3 |
September 1991 | Good | Good | Good | Good | - | 98.0 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 80 | 79 | 0 | 1 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 481 | 474 | 0 | 0 | 7 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,300 | 1,300 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,300 | 1,290 | 0 | 10 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 33 | 33 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 49 | 49 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 30 | 20 | 0 | 10 | 0 |
Bearings |
Movable Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |