SR-91 TPK NS 81.77 over SR-806 Atlantic Ave
Map
Coordinates:
+26.45375, -80.1745426°27'13" N, 80°10'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-91 TPK NS 81.77 over SR-806 Atlantic Ave |
Structure number: | 931006 |
Location: | 5.1 MI SOUTH OF SR-804 |
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: | 99.1 ft. [30.2 m] |
Total length: | 191.9 ft. [58.5 m] |
Roadway width between curbs: | 155.8 ft. [47.5 m] |
Deck width edge-to-edge: | 159.1 ft. [48.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 84° |
Owner: | State Toll Authority [31] |
Year built: | 2008 |
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: | 98,900 [as of 2017] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Very Good | Very Good | 98900 | 95.4 |
October 2015 | Good | Very Good | Very Good | Very Good | 85000 | 96.0 |
October 2013 | Good | Very Good | Very Good | Very Good | 78000 | 96.3 |
October 2011 | Good | Very Good | Very Good | Very Good | 78800 | 96.3 |
November 2009 | Good | Very Good | Very Good | Very Good | 70900 | 96.7 |
October 2008 | Good | Very Good | Very Good | Very Good | 70900 | 92.5 |
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. | 3,648 | 3,648 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 30,543 | 30,193 | 340 | 10 | 0 |
Substructure |
Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 320 | 320 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 157 | 157 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 318 | 317 | 0 | 1 | 0 |
Bearings |
Elastomeric Bearing | each | 76 | 76 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 576 | 546 | 30 | 0 | 0 |