SR 836 WB over NW WATERWAY CANAL
Map
Coordinates:
+25.78028, -80.3163925°46'49" N, 80°18'59" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 836 WB over NW WATERWAY CANAL |
| Structure number: | 870061 |
| Location: | 0.2 miles E/O SR 826 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 33.5 ft. [10.2 m] |
| Total length: | 98.8 ft. [30.1 m] |
| Roadway width between curbs: | 77.1 ft. [23.5 m] |
| Deck width edge-to-edge: | 80.4 ft. [24.5 m] |
| Owner: | State Toll Authority [31] |
| Year built: | 1967 |
| Year reconstructed: | 1977 |
| 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: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 99,250 [as of 2009] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 89.2 tons [81.1 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 90.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 89,500 [as of 1998] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 89.0 tons [80.9 metric tons] |
| Inventory rating: | 53.4 tons [48.5 metric tons] |
| Sufficiency rating: | 87.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 74,198 [as of 1988] |
| Deck condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Sufficiency rating: | 87.1 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $6,000 |