SR91SB ON/OFF 76.4 over SR-91 TPK(GLADES RD INT)
Map
Coordinates:
+26.37446, -80.1708826°22'28" N, 80°10'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR91SB ON/OFF 76.4 over SR-91 TPK(GLADES RD INT) |
Structure number: | 930450 |
Location: | BOCA RATON INTERCHNG #28 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 87.9 ft. [26.8 m] |
Total length: | 175.9 ft. [53.6 m] |
Roadway width between curbs: | 53.8 ft. [16.4 m] |
Deck width edge-to-edge: | 61.0 ft. [18.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Toll Authority [31] |
Year built: | 2002 |
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: | 2 |
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: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,300 [as of 2017] |
Truck traffic: | 11% of total traffic |
Deck condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Very Good | Very Good | 6300 | 97.1 |
October 2015 | Good | Very Good | Very Good | Very Good | 6000 | 97.2 |
October 2013 | Good | Very Good | Very Good | Very Good | 5700 | 97.3 |
October 2011 | Good | Very Good | Very Good | Very Good | 5276 | 97.5 |
October 2009 | Good | Very Good | Very Good | Very Good | 5276 | 97.5 |
November 2007 | Good | Very Good | Very Good | Very Good | 5276 | 97.5 |
November 2005 | Good | Very Good | Very Good | Very Good | 5276 | 95.5 |
November 2003 | Good | Very Good | Very Good | Very Good | 5276 | 95.5 |
July 2002 | Good | Very Good | Very Good | Very Good | 5276 | 95.5 |
March 2002 | - | - | - | - | - | 0.0 |
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. | 1,234 | 1,234 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,754 | 10,746 | 8 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 121 | 121 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 62 | 62 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 122 | 122 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 28 | 28 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 351 | 348 | 0 | 3 | 0 |