NE12 ST TO I-395WB over NORTH MIAMI AVENUE
Map
Coordinates:
+25.78611, -80.1938925°47'10" N, 80°11'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | NE12 ST TO I-395WB over NORTH MIAMI AVENUE |
Structure number: | 870583 |
Location: | E OF MIDTOWN INT |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 184.1 ft. [56.1 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
Skew angle: | 27° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: April 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,000 [as of 2015] |
Truck traffic: | 12% 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 75.8 tons [68.9 metric tons] |
Inventory rating: | 45.4 tons [41.3 metric tons] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2015 | 94.4 | Good | Good | Good | Good | - | 11000 |
April 2013 | 94.4 | Good | Good | Good | Good | - | 11000 |
April 2011 | 88.9 | Good | Good | Good | Good | - | 49743 |
April 2009 | 88.9 | Good | Good | Good | Good | - | 49743 |
April 2007 | 88.9 | Good | Very Good | Very Good | Very Good | - | 49743 |
April 2005 | 92.7 | Good | Very Good | Very Good | Very Good | FO | 8700 |
April 2003 | 86.3 | Good | Very Good | Very Good | Very Good | FO | 52000 |
May 2001 | 86.3 | Good | Very Good | Very Good | Very Good | FO | 52000 |
May 1999 | 88.2 | Good | Very Good | Very Good | Very Good | FO | 39500 |
April 1997 | 90.3 | Good | Very Good | Very Good | Very Good | - | 39500 |
April 1995 | 89.9 | Good | Very Good | Very Good | Very Good | - | 39500 |
March 1993 | 93.9 | Good | Very Good | Very Good | Very Good | - | 13550 |
March 1991 | 93.9 | Good | Very Good | Very Good | Very Good | - | 13550 |