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SR 874 NB On Ramp over EB SR878 On ramp & Canal
Map
Coordinates:
+25.69328, -80.34561
25°41'36" N, 80°20'44" W
+25.69328, -80.34561
25°41'36" N, 80°20'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 874 NB On Ramp over EB SR878 On ramp & Canal |
| Structure number: | 871024 |
| Location: | SR 94 to SR 874 |
| 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: | 265.4 ft. [80.9 m] |
| Total length: | 2167.8 ft. [660.7 m] |
| Roadway width between curbs: | 26.9 ft. [8.2 m] |
| Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Toll Authority [31] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 11 |
| Main spans material: | Steel [3] |
| Main spans design: | Box Beam or girders - Single or Spread [06] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,400 [as of 2018] |
| Truck traffic: | 4% 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Good | Good | Good | Good | 6400 | 98.0 |
| November 2016 | Good | Good | Good | Good | 5200 | 98.0 |
| December 2014 | Good | Very Good | Very Good | Very Good | 4600 | 98.0 |
| May 2013 | Good | Very Good | Very Good | Very Good | 8000 | 98.0 |
| July 2011 | Good | Very Good | Very Good | Very Good | 8700 | 98.0 |
| August 2009 | Good | Excellent | Excellent | Excellent | 13300 | 98.0 |
| October 2008 | Good | Excellent | Excellent | Excellent | 13300 | 98.0 |
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 Closed Web/Box Girder | linear ft. | 4,291 | 4,289 | 2 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 158,767 | 158,765 | 2 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 65,242 | 64,592 | 650 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 61 | 61 | 0 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 205 | 205 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 109 | 104 | 2 | 3 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 261 | 231 | 30 | 0 | 0 |
| Assembly with Seal | each | 29 | 29 | 0 | 0 | 0 |
| Bearings | ||||||
| Pot Bearing | each | 32 | 32 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 4,335 | 4,330 | 5 | 0 | 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/1088049
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088049