US41WB TO SR826NB over TAMIAMI CANAL C-4
Map
Coordinates:
+25.76278, -80.3183325°45'46" N, 80°19'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US41WB TO SR826NB over TAMIAMI CANAL C-4 |
| Structure number: | 870154 |
| Location: | 1.3 MI S/O SR-836 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 25.3 ft. [7.7 m] |
| Total length: | 125.0 ft. [38.1 m] |
| Roadway width between curbs: | 27.2 ft. [8.3 m] |
| Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1960 |
| Year reconstructed: | 2007 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,289 [as of 2008] |
| Truck traffic: | 10% 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: | 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: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 46.8 tons [42.5 metric tons] |
| Sufficiency rating: | 99.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,789 [as of 1997] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | 68.2 tons [62.0 metric tons] |
| Inventory rating: | 40.7 tons [37.0 metric tons] |
| Sufficiency rating: | 90.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,978 [as of 1989] |
| 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 not over waterway. [N] |
| Operating rating: | 67.3 tons [61.2 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Sufficiency rating: | 90.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $11,000 |