Osceola Parkway WB over SR-91 Florida Turnpike
Map
Coordinates:
+28.34108, -81.3803728°20'28" N, 81°22'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Osceola Parkway WB over SR-91 Florida Turnpike |
Structure number: | 924151 |
Location: | 1.4 Mi. East of US-441 |
Purpose: | Carries highway overpass over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 75.8 ft. [23.1 m] |
Total length: | 225.1 ft. [68.6 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1987 |
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] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,186 [as of 2016] |
Truck traffic: | 5% 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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 81.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 21186 | 81.2 |
July 2016 | Good | Good | Good | Good | 21186 | 81.2 |
July 2014 | Good | Good | Good | Good | 21186 | 81.2 |
July 2012 | Good | Good | Good | Good | 21186 | 81.8 |
July 2010 | Good | Good | Good | Good | 21186 | 79.7 |
July 2008 | Good | Good | Good | Good | 21186 | 83.0 |
July 2006 | Good | Good | Good | Good | 21186 | 81.8 |
July 2004 | Good | Very Good | Very Good | Good | 21186 | 81.8 |
July 2002 | Good | Very Good | Very Good | Very Good | 21186 | 81.8 |
July 2000 | Good | Very Good | Very Good | Very Good | 20909 | 81.8 |
July 1998 | Good | Very Good | Very Good | Very Good | 20500 | 79.8 |
July 1996 | Good | Very Good | Very Good | Very Good | 5000 | 80.4 |
August 1994 | Good | Very Good | Very Good | Very Good | 5000 | 98.2 |
August 1992 | Good | Very Good | Very Good | Very Good | 5000 | 98.2 |
April 1990 | Good | Very Good | Very Good | Very Good | 3582 | 98.5 |
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. | 1,272 | 1,269 | 1 | 2 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,684 | 9,684 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 86 | 86 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 129 | 129 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 86 | 0 | 18 | 0 | 68 |
Bearings |
Elastomeric Bearing | each | 44 | 44 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 450 | 424 | 26 | 0 | 0 |