LA JOLLA VILLAGE D over GILMAN DRIVE
Map
Coordinates:
+32.87155, -117.2383032°52'18" N, 117°14'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA JOLLA VILLAGE D over GILMAN DRIVE |
Structure number: | 57C0470 |
Location: | 0.5 MI WEST OF I-5 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 189.0 ft. [57.6 m] |
Roadway width between curbs: | 90.2 ft. [27.5 m] |
Deck width edge-to-edge: | 97.4 ft. [29.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 27° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1968 |
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: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 40,200 [as of 2008] |
Truck traffic: | 1% of total traffic |
Deck condition: | Poor [4 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: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Poor | Good | Good | 40200 | 83.0 |
September 2015 | Poor | Poor | Very Good | Very Good | 40200 | 83.0 |
September 2013 | Poor | Serious | Good | Satisfactory | 40200 | 80.7 |
April 2011 | Poor | Serious | Good | Satisfactory | 40200 | 80.7 |
September 2008 | Poor | Serious | Good | Satisfactory | 50000 | 78.2 |
October 2006 | Poor | Serious | Good | Satisfactory | 50000 | 78.2 |
December 2003 | Fair | Fair | Good | Good | 50000 | 84.0 |
October 2001 | Fair | Fair | Good | Good | 50000 | 84.0 |
May 1999 | Fair | Fair | Good | Good | 50000 | 84.0 |
April 1997 | Fair | Fair | Good | Good | 50000 | 84.0 |
January 1995 | Good | Very Good | Very Good | Very Good | 50000 | 85.6 |
January 1993 | Good | Very Good | Very Good | Very Good | 50000 | 85.6 |
January 1991 | Good | Very Good | Very Good | Very Good | 50000 | 85.6 |
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. | 116 | 116 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,710 | 126 | 8 | 1,576 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 60 | 60 | 0 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 80 | 64 | 0 | 16 | 0 |
Bearings |
Elastomeric Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 137 | 137 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 68 | 68 | 0 | 0 | 0 |