COMP SR-973 over TAMIAMI CANAL C-4
Map
Coordinates:
+25.76250, -80.3361125°45'45" N, 80°20'10" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | COMP SR-973 over TAMIAMI CANAL C-4 |
| Structure number: | 870723 |
| Location: | SW 87 AVE OVER CANAL C-4 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 31.5 ft. [9.6 m] |
| Total length: | 94.2 ft. [28.7 m] |
| Roadway width between curbs: | 59.1 ft. [18.0 m] |
| Deck width edge-to-edge: | 78.1 ft. [23.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1966 |
| Year reconstructed: | 2006 |
| 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: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 39,000 [as of 2008] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 89.1 tons [81.0 metric tons] |
| Inventory rating: | 53.9 tons [49.0 metric tons] |
| Sufficiency rating: | 73.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 34,500 [as of 1997] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 89.1 tons [81.0 metric tons] |
| Inventory rating: | 53.9 tons [49.0 metric tons] |
| Sufficiency rating: | 91.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 29,248 [as of 1989] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 43.6 tons [39.6 metric tons] |
| Sufficiency rating: | 92.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |