COMP SR-856 over COUNTRY CLUB DRIVE
Map
Coordinates:
+25.95363, -80.1384625°57'13" N, 80°08'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COMP SR-856 over COUNTRY CLUB DRIVE |
Structure number: | 870634 |
Location: | 1.0M W OF A1A |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 111.9 ft. [34.1 m] |
Total length: | 206.0 ft. [62.8 m] |
Roadway width between curbs: | 113.5 ft. [34.6 m] |
Deck width edge-to-edge: | 122.4 ft. [37.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 35,000 [as of 2017] |
Truck traffic: | 3% 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 35000 | 80.0 |
March 2016 | Good | Good | Good | Good | 35500 | 80.0 |
March 2014 | Good | Good | Good | Good | 32500 | 80.0 |
March 2012 | Good | Good | Good | Good | 36500 | 80.0 |
March 2010 | Good | Good | Good | Good | 38000 | 85.0 |
April 2008 | Good | Good | Good | Good | 18000 | 89.0 |
April 2006 | Good | Very Good | Very Good | Very Good | 35000 | 85.0 |
April 2004 | Good | Very Good | Very Good | Very Good | 31500 | 85.0 |
March 2002 | Good | Very Good | Very Good | Very Good | 25000 | 85.0 |
February 2000 | Good | Very Good | Very Good | Very Good | 25500 | 85.0 |
March 1998 | Good | Very Good | Very Good | Very Good | 25500 | 85.0 |
March 1996 | Good | Very Good | Very Good | Very Good | 22166 | 86.5 |
March 1994 | Good | Very Good | Very Good | Very Good | 22166 | 86.7 |
March 1992 | Good | Very Good | Very Good | Very Good | 22166 | 86.7 |
April 1990 | Good | Very Good | Good | Very Good | 22166 | 86.7 |
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 Girder/Beam | linear ft. | 4,098 | 4,094 | 4 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 25,209 | 25,209 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 5 | 5 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 246 | 246 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 121 | 121 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 366 | 363 | 3 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 78 | 78 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 617 | 614 | 0 | 3 | 0 |