SR 836 EB over NW 11th Street
Map
Coordinates:
+25.78322, -80.2333125°46'60" N, 80°13'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 836 EB over NW 11th Street |
Structure number: | 870966 |
Location: | 0.5 mi. E of SR 9 (NW 27) |
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: | 203.1 ft. [61.9 m] |
Total length: | 203.1 ft. [61.9 m] |
Roadway width between curbs: | 88.9 ft. [27.1 m] |
Deck width edge-to-edge: | 91.9 ft. [28.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 60° |
Owner: | State Toll Authority [31] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 68,750 [as of 2017] |
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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 92.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Very Good | Very Good | Very Good | 68750 | 92.6 |
July 2015 | Good | Very Good | Very Good | Very Good | 68750 | 92.6 |
July 2013 | Good | Very Good | Excellent | Excellent | 68750 | 92.6 |
November 2011 | Good | Very Good | Excellent | Excellent | 68750 | 96.8 |
December 2009 | Good | Very Good | Excellent | Excellent | 68750 | 94.8 |
August 2008 | Good | Very Good | Excellent | Excellent | 69750 | 94.7 |
August 2006 | Good | Very Good | Excellent | Excellent | 62500 | 95.1 |
August 2004 | Good | Very Good | Excellent | Excellent | 62500 | 95.1 |
August 2002 | Good | Very Good | Excellent | Excellent | 77000 | 74.4 |
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 Girder/Beam | linear ft. | 1,836 | 1,836 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20,500 | 20,500 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,676 | 18,624 | 22 | 30 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 330 | 330 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 368 | 0 | 366 | 2 | 0 |
Bearings |
Elastomeric Bearing | each | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 476 | 476 | 0 | 0 | 0 |