SR948 E/B over DRESSELS CANAL
Map
Coordinates:
+25.80917, -80.3183325°48'33" N, 80°19'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR948 E/B over DRESSELS CANAL |
| Structure number: | 870620 |
| Location: | 0.2M E OF SR-826 |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 84.3 ft. [25.7 m] |
| Roadway width between curbs: | 56.4 ft. [17.2 m] |
| Deck width edge-to-edge: | 60.4 ft. [18.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1959 |
| 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 31,250 [as of 2008] |
| Truck traffic: | 8% 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: | 71.5 tons [65.0 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Sufficiency rating: | 97.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,500 [as of 1998] |
| 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: | 71.5 tons [65.0 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Sufficiency rating: | 77.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 34,433 [as of 1989] |
| Superstructure condition: | Good [7 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: | 55.4 tons [50.4 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Sufficiency rating: | 75.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $12,000 |