SR91 N/S TPK 75.92 over SR 808 GLADES RD
Map
Coordinates:
+26.36796, -80.1708226°22'05" N, 80°10'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR91 N/S TPK 75.92 over SR 808 GLADES RD |
Structure number: | 930416 |
Location: | SR-91 FL TPK OVER SR-808 |
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: | 144.0 ft. [43.9 m] |
Total length: | 144.0 ft. [43.9 m] |
Roadway width between curbs: | 111.9 ft. [34.1 m] |
Deck width edge-to-edge: | 117.1 ft. [35.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Toll Authority [31] |
Year built: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 106,800 [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: | 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: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Very Good | Good | 106800 | 84.0 |
October 2015 | Fair | Satisfactory | Good | Good | 91000 | 84.0 |
October 2013 | Fair | Satisfactory | Good | Good | 84000 | 84.0 |
October 2011 | Fair | Satisfactory | Good | Good | 85200 | 84.0 |
October 2009 | Fair | Satisfactory | Good | Good | 90200 | 84.0 |
October 2007 | Fair | Satisfactory | Good | Good | 98300 | 84.0 |
October 2005 | Fair | Satisfactory | Good | Good | 92700 | 84.0 |
October 2003 | Fair | Satisfactory | Good | Good | 73900 | 84.0 |
November 2002 | Fair | Satisfactory | Good | Good | 69300 | 79.0 |
October 2001 | Fair | Satisfactory | Good | Good | 63900 | 79.0 |
October 1999 | Fair | Satisfactory | Good | Good | 39500 | 79.0 |
October 1997 | Fair | Satisfactory | Very Good | Good | 39500 | 80.0 |
September 1995 | Fair | Satisfactory | Very Good | Good | 39500 | 80.0 |
October 1993 | Fair | Satisfactory | Very Good | Good | 33703 | 76.0 |
August 1991 | Fair | Satisfactory | Very Good | Good | 33703 | 76.0 |
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 |
Steel Girder/Beam | linear ft. | 2,006 | 2,006 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 38,805 | 38,805 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 16,848 | 16,473 | 375 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 236 | 236 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 112 | 112 | 0 | 0 | 0 |
Compression Joint | linear ft. | 112 | 57 | 8 | 47 | 0 |
Bearings |
Elastomeric Bearing | each | 28 | 0 | 28 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 430 | 428 | 1 | 1 | 0 |