SR 836 WB over SR 985 (NW 107th Avenue)
Map
Coordinates:
+25.78083, -80.3686125°46'51" N, 80°22'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 836 WB over SR 985 (NW 107th Avenue) |
Structure number: | 870997 |
Location: | 3.0 miles West of SR 826 |
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: | 85.3 ft. [26.0 m] |
Total length: | 169.3 ft. [51.6 m] |
Roadway width between curbs: | 78.1 ft. [23.8 m] |
Deck width edge-to-edge: | 83.0 ft. [25.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 20° |
Owner: | State Toll Authority [31] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 40,250 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 44.9 tons [40.8 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 98.1 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2016 | 98.1 | Good | Very Good | Very Good | Very Good | - | 40250 |
September 2014 | 98.1 | Good | Very Good | Very Good | Very Good | - | 40250 |
May 2013 | 98.1 | Good | Very Good | Very Good | Very Good | - | 40250 |
September 2011 | 98.1 | Good | Very Good | Excellent | Excellent | - | 40250 |
September 2009 | 98.1 | Good | Excellent | Excellent | Excellent | - | 40250 |
October 2007 | 95.8 | Good | Excellent | Excellent | Excellent | - | 47000 |
October 2005 | 95.8 | Good | Excellent | Excellent | Excellent | - | 47000 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 850 | 849 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,069 | 14,069 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 173 | 173 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 85 | 85 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 172 | 164 | 8 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 340 | 340 | 0 | 0 | 0 |