SR 924 GRATIGNY over RIO VISTA CANAL
Map
Coordinates:
+25.88250, -80.2366725°52'57" N, 80°14'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 924 GRATIGNY over RIO VISTA CANAL |
| Structure number: | 870621 |
| Location: | 0.4M E/O SR 9 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 60.4 ft. [18.4 m] |
| Roadway width between curbs: | 71.9 ft. [21.9 m] |
| Deck width edge-to-edge: | 100.1 ft. [30.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1957 |
| Year reconstructed: | 1971 |
| 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: | 47,500 [as of 2008] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 84.2 tons [76.5 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 89.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 39,000 [as of 1999] |
| Truck traffic: | 3% of total traffic |
| 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: | 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: | 84.2 tons [76.5 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 90.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,295 [as of 1988] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 56.4 tons [51.3 metric tons] |
| Sufficiency rating: | 87.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $12,000 |