SR934 (NE 79 St) over LITTLE RIVER CANAL C-7
Map
Coordinates:
+25.84750, -80.1877825°50'51" N, 80°11'16" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR934 (NE 79 St) over LITTLE RIVER CANAL C-7 |
| Structure number: | 870626 |
| Location: | 0.2M W OF SR-5 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 26.2 ft. [8.0 m] |
| Total length: | 95.5 ft. [29.1 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Deck width edge-to-edge: | 69.9 ft. [21.3 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1947 |
| Year reconstructed: | 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: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,500 [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: | 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: | 84.7 tons [77.0 metric tons] |
| Inventory rating: | 50.6 tons [46.0 metric tons] |
| Sufficiency rating: | 93.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,000 [as of 1999] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | 84.7 tons [77.0 metric tons] |
| Inventory rating: | 50.6 tons [46.0 metric tons] |
| Sufficiency rating: | 93.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25,646 [as of 1989] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Sufficiency rating: | 92.3 |
| Estimated cost of work: | $30,000 |