SR 836 EB over NW 37th Avenue
Map
Coordinates:
+25.78593, -80.2558525°47'09" N, 80°15'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 836 EB over NW 37th Avenue |
Structure number: | 870292 |
Location: | 0.5 mile East of SR 953 |
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: | 92.5 ft. [28.2 m] |
Total length: | 160.8 ft. [49.0 m] |
Roadway width between curbs: | 49.5 ft. [15.1 m] |
Deck width edge-to-edge: | 52.8 ft. [16.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 3° |
Owner: | State Toll Authority [31] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 75,750 [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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Very Good | Very Good | Very Good | 75750 | 83.7 |
July 2015 | Good | Very Good | Very Good | Very Good | 75750 | 83.7 |
July 2013 | Good | Very Good | Good | Very Good | 75750 | 83.7 |
November 2011 | Good | Very Good | Good | Very Good | 75750 | 83.7 |
December 2009 | Good | Very Good | Good | Very Good | 75750 | 93.4 |
January 2008 | Good | Very Good | Good | Very Good | 77000 | 91.3 |
January 2006 | Good | Good | Good | Good | 77500 | 91.3 |
October 2003 | Good | Good | Good | Good | 66750 | 92.8 |
November 2001 | Good | Good | Good | Good | 71750 | 92.6 |
November 1999 | Good | Good | Good | Good | 96000 | 89.4 |
June 1997 | Good | Good | Good | Good | 71500 | 87.1 |
January 1995 | Good | Good | Good | Very Good | 71500 | 84.2 |
December 1992 | Good | Good | Good | Very Good | 65393 | 84.7 |
March 1991 | Good | Good | Good | Very Good | 62915 | 84.9 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,142 | 1,142 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,496 | 8,455 | 6 | 35 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 105 | 103 | 2 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 105 | 103 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 214 | 214 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 325 | 325 | 0 | 0 | 0 |