INTERSTATE 8 over STATE ROUTE 163
Map
Coordinates:
+32.76221, -117.1638232°45'44" N, 117°09'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 8 over STATE ROUTE 163 |
Structure number: | 57 0357 |
Location: | 11-SD-008-2.41-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 253.9 ft. [77.4 m] |
Roadway width between curbs: | 122.1 ft. [37.2 m] |
Deck width edge-to-edge: | 128.6 ft. [39.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 28° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Year reconstructed: | 1978 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 220,000 [as of 2011] |
Truck traffic: | 2% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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: | 67.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 220000 | 67.5 |
April 2016 | Good | Good | Very Good | Good | 220000 | 67.5 |
April 2014 | Fair | Fair | Good | Good | 220000 | 66.5 |
April 2012 | Fair | Fair | Very Good | Good | 205000 | 82.0 |
May 2010 | Fair | Fair | Very Good | Good | 226000 | 82.0 |
April 2006 | Good | Good | Very Good | Good | 80000 | 83.0 |
June 2004 | Good | Good | Very Good | Good | 13000 | 92.9 |
August 2002 | Good | Good | Very Good | Good | 182200 | 81.0 |
September 2000 | Fair | Good | Fair | Good | 182200 | 70.0 |
June 1998 | Good | Good | Good | Good | 182200 | 81.0 |
September 1996 | Good | Very Good | Very Good | Very Good | 9700 | 91.7 |
June 1996 | Fair | Good | Fair | Good | 182200 | 70.0 |
October 1994 | Good | Very Good | Very Good | Very Good | 9700 | 91.7 |
September 1992 | Good | Very Good | Very Good | Very Good | 195900 | 81.0 |
August 1990 | Good | Very Good | Very Good | Very Good | 195900 | 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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,393 | 1,390 | 3 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,034 | 2,914 | 120 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,305 | 1,305 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 21 | 21 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 88 | 86 | 2 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 120 | 115 | 5 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 250 | 250 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 154 | 154 | 0 | 0 | 0 |