COLLEGE AVE over INTERSTATE 8
Map
Coordinates:
+32.77980, -117.0662332°46'47" N, 117°03'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLLEGE AVE over INTERSTATE 8 |
Structure number: | 57 0367 |
Location: | 11-SD-008-8.34-SD |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 316.9 ft. [96.6 m] |
Roadway width between curbs: | 55.4 ft. [16.9 m] |
Deck width edge-to-edge: | 64.3 ft. [19.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Year reconstructed: | 1970 |
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: May 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 28,740 [as of 2006] |
Truck traffic: | 4% of total traffic |
Deck condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 73.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2016 | Good | Very Good | Very Good | Good | 28740 | 73.5 |
May 2012 | Good | Good | Good | Good | 28740 | 73.5 |
June 2010 | Fair | Fair | Good | Good | 28740 | 72.3 |
May 2008 | Fair | Fair | Good | Good | 28740 | 72.3 |
June 2006 | Fair | Fair | Good | Good | 28740 | 73.5 |
June 2004 | Fair | Fair | Good | Good | 70000 | 67.0 |
September 2002 | Fair | Fair | Good | Good | 70000 | 66.0 |
September 2000 | Good | Good | Good | Good | 70000 | 81.0 |
June 1998 | Good | Good | Good | Good | 70000 | 81.0 |
July 1996 | Fair | Satisfactory | Very Good | Very Good | 70000 | 81.0 |
October 1994 | Fair | Satisfactory | Very Good | Very Good | 70000 | 81.0 |
September 1992 | Fair | Satisfactory | Very Good | Very Good | 70000 | 81.0 |
December 1991 | Fair | Satisfactory | Very Good | Very Good | 70000 | 81.0 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 97 | 97 | 0 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 384 | 384 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,893 | 1,893 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 357 | 337 | 20 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,835 | 1,835 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 45 | 40 | 5 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 16 | 16 | 0 | 0 | 0 |
Compression Joint | linear ft. | 55 | 46 | 9 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 192 | 157 | 35 | 0 | 0 |