Share: 
SR 836 WB over SR 985 (NW 107th Avenue)
Map
Coordinates:
+25.78099, -80.36889
25°46'52" N, 80°22'08" W
+25.78099, -80.36889
25°46'52" N, 80°22'08" 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: | 8.5 ft. [2.6 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] |
| Sufficiency rating: | 98.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2016 | Good | Very Good | Very Good | Very Good | 40250 | 98.1 |
| September 2014 | Good | Very Good | Very Good | Very Good | 40250 | 98.1 |
| May 2013 | Good | Very Good | Very Good | Very Good | 40250 | 98.1 |
| September 2011 | Good | Very Good | Excellent | Excellent | 40250 | 98.1 |
| September 2009 | Good | Excellent | Excellent | Excellent | 40250 | 98.1 |
| October 2007 | Good | Excellent | Excellent | Excellent | 47000 | 95.8 |
| October 2005 | Good | Excellent | Excellent | Excellent | 47000 | 95.8 |
Element Data
Source: National Bridge Elements dataset, 2018 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 |
© Copyright 2012-19, 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/1088035
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088035