SR 836 (RAMP) over SW 87 AVE (GALLOWAY RD)
Map
Coordinates:
+25.78185, -80.3366825°46'55" N, 80°20'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 836 (RAMP) over SW 87 AVE (GALLOWAY RD) |
Structure number: | 870501 |
Location: | 1.0mi west of SR 826 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 83.0 ft. [25.3 m] |
Total length: | 228.7 ft. [69.7 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Toll Authority [31] |
Year built: | 1974 |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 61,750 [as of 2017] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Very Good | Very Good | 61750 | 97.0 |
May 2015 | Good | Very Good | Very Good | Very Good | 61750 | 85.6 |
May 2013 | Good | Very Good | Very Good | Very Good | 61750 | 85.6 |
September 2011 | Good | Very Good | Very Good | Very Good | 61750 | 85.6 |
September 2009 | Good | Very Good | Very Good | Very Good | 61000 | 97.0 |
January 2008 | Good | Good | Good | Good | 61000 | 97.0 |
January 2006 | Good | Good | Good | Good | 61000 | 97.0 |
September 2003 | Good | Good | Good | Good | 61000 | 97.0 |
October 2001 | Good | Good | Good | Good | 61000 | 97.0 |
October 1999 | Good | Good | Good | Good | 61000 | 98.0 |
July 1997 | Good | Good | Good | Good | 61000 | 98.0 |
February 1995 | Good | Good | Very Good | Very Good | 61000 | 99.0 |
January 1993 | Good | Good | Very Good | Very Good | 42538 | 98.0 |
June 1991 | Good | Very Good | Very Good | Very Good | 40256 | 98.0 |
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 Girder/Beam | linear ft. | 1,667 | 1,667 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,389 | 11,389 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 99 | 99 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 151 | 151 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 250 | 174 | 75 | 1 | 0 |
Bearings |
Elastomeric Bearing | each | 56 | 54 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 460 | 448 | 10 | 2 | 0 |