SR 874 NB On Ramp over EB SR878 On ramp & Canal
Map
Coordinates:
+25.69328, -80.3456125°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 |