S5-J ST OFF-RAMP over PARKING GARAGE ACCESS
Map
Coordinates:
+38.58288, -121.5037238°34'58" N, 121°30'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S5-J ST OFF-RAMP over PARKING GARAGE ACCESS |
Structure number: | 24 0352K |
Location: | 03-SAC-005-23.68-SAC |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 58.1 ft. [17.7 m] |
Vertical clearance above deck: | 15.7 ft. [4.8 m] |
Vertical clearance below bridge: | 6.6 ft. [2.0 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,000 [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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $243,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 9000 | 84.5 |
February 2015 | Good | Good | Good | Good | 9000 | 84.5 |
February 2013 | Good | Good | Good | Good | 8350 | 84.5 |
April 2011 | Good | Good | Good | Good | 8350 | 84.5 |
January 2009 | Good | Good | Good | Good | 8350 | 84.5 |
January 2007 | - | - | - | - | 8350 | 81.0 |
March 2006 | - | - | - | - | 8350 | 81.0 |
March 2003 | - | - | - | - | 8350 | 81.0 |
January 1997 | - | - | - | - | 8350 | 81.0 |
February 1993 | Good | Very Good | Very Good | Good | 8350 | 88.0 |
May 1990 | Good | Very Good | Very Good | Good | 8350 | 88.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 35 | 35 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 33 | 0 | 33 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 15 | 14 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 135 | 129 | 6 | 0 | 0 |