SR-989 (SW 112Av) over BLACK CREEK CANAL C-1-N
Map
Coordinates:
+25.56944, -80.3722225°34'10" N, 80°22'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR-989 (SW 112Av) over BLACK CREEK CANAL C-1-N |
| Structure number: | 870615 |
| Location: | 0.4Ml E of US-1 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 89.9 ft. [27.4 m] |
| Roadway width between curbs: | 52.5 ft. [16.0 m] |
| Deck width edge-to-edge: | 61.7 ft. [18.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| 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 Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30,000 [as of 2008] |
| Truck traffic: | 6% 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: | 108.9 tons [99.0 metric tons] |
| Inventory rating: | 68.2 tons [62.0 metric tons] |
| Sufficiency rating: | 74.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,800 [as of 1997] |
| 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: | 108.9 tons [99.0 metric tons] |
| Inventory rating: | 68.2 tons [62.0 metric tons] |
| Sufficiency rating: | 76.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,999 [as of 1988] |
| 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: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Sufficiency rating: | 77.2 |
| Estimated cost of work: | $48,000 |