Share: 
SR-714 over SR-91 (Fl. Tpk.)
Map
Coordinates:
+27.16155, -80.30469
27°09'42" N, 80°18'17" W
+27.16155, -80.30469
27°09'42" N, 80°18'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-714 over SR-91 (Fl. Tpk.) |
| Structure number: | 890159 |
| Location: | Turnpike at Stuart exit. |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 99.1 ft. [30.2 m] |
| Total length: | 198.2 ft. [60.4 m] |
| Roadway width between curbs: | 63.3 ft. [19.3 m] |
| Deck width edge-to-edge: | 67.3 ft. [20.5 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 32° |
| Owner: | State Highway Agency [01] |
| Year built: | 1999 |
| 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: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25,500 [as of 2018] |
| Truck traffic: | 11% 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: | 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 |
|---|---|---|---|---|---|---|
| December 2018 | Good | Good | Good | Good | 25500 | 84.0 |
| December 2016 | Good | Good | Good | Good | 23500 | 84.0 |
| December 2014 | Good | Good | Good | Good | 20500 | 84.0 |
| December 2012 | Good | Good | Good | Good | 19600 | 89.8 |
| December 2010 | Good | Good | Good | Good | 18200 | 90.5 |
| January 2009 | Fair | Good | Good | Satisfactory | 18100 | 84.0 |
| December 2006 | Good | Good | Good | Good | 18800 | 84.0 |
| December 2004 | Good | Good | Good | Good | 14700 | 88.4 |
| December 2002 | Good | Good | Good | Good | 9600 | 93.7 |
| January 2001 | Good | Very Good | Excellent | Excellent | 14900 | 90.2 |
| December 1999 | Good | Very Good | Excellent | Excellent | 11800 | 92.3 |
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. | 1,388 | 1,379 | 1 | 8 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 13,300 | 13,299 | 0 | 1 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 159 | 159 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 82 | 76 | 6 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 80 | 0 | 80 | 0 | 0 |
| Pourable Joint | linear ft. | 160 | 120 | 40 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 28 | 28 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 199 | 199 | 0 | 0 | 0 |
| Other Material Bridge Rail | linear ft. | 397 | 394 | 1 | 2 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088567
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088567