INTERSTATE 8 over E8-N163 CONNECTOR RAMP
Map
Coordinates:
+32.76328, -117.1615432°45'48" N, 117°09'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 8 over E8-N163 CONNECTOR RAMP |
Structure number: | 57 0358 |
Location: | 11-SD-008-2.56-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 134.8 ft. [41.1 m] |
Roadway width between curbs: | 137.5 ft. [41.9 m] |
Deck width edge-to-edge: | 143.4 ft. [43.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Year reconstructed: | 1991 |
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: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
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: | Better than present minimum criteria [7] |
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: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 220000 | 83.0 |
April 2016 | Good | Good | Very Good | Very Good | 220000 | 83.0 |
April 2014 | Fair | Fair | Good | Good | 220000 | 82.0 |
April 2012 | Fair | Fair | Good | Good | 205000 | 82.0 |
May 2010 | Fair | Fair | Good | Good | 226000 | 82.0 |
April 2008 | Fair | Fair | Good | Good | 80000 | 83.3 |
April 2006 | Fair | Fair | Good | Good | 80000 | 83.3 |
June 2004 | Fair | Fair | Good | Good | 13000 | 93.1 |
August 2002 | Good | Good | Good | Good | 182200 | 83.0 |
September 2000 | Good | Good | Good | Good | 182200 | 83.0 |
June 1998 | Good | Good | Good | Good | 182200 | 83.0 |
June 1996 | Good | Very Good | Very Good | Very Good | 9700 | 94.5 |
October 1994 | Good | Very Good | Very Good | Very Good | 9700 | 94.5 |
September 1992 | Good | Very Good | Very Good | Very Good | 195900 | 83.0 |
September 1991 | Good | Good | Very Good | Very Good | 195900 | 83.0 |
Element Data
Source: National Bridge Elements dataset, 2019 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. | 41 | 41 | 0 | 0 | 0 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 41 | 41 | 0 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 659 | 658 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,796 | 1,751 | 45 | 0 | 0 |
Wearing Surfaces | sq. ft. | 890 | 890 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 890 | 890 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 109 | 106 | 3 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 21 | 6 | 15 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 82 | 67 | 15 | 0 | 0 |