SR-994 (SW 200 St) over BLACK CREEK CANAL C-1-N
Map
Coordinates:
+25.57028, -80.3775025°34'13" N, 80°22'39" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR-994 (SW 200 St) over BLACK CREEK CANAL C-1-N |
| Structure number: | 870633 |
| Location: | SW 130 Ave / SW 200 St |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 29.2 ft. [8.9 m] |
| Total length: | 87.9 ft. [26.8 m] |
| Roadway width between curbs: | 28.2 ft. [8.6 m] |
| Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1962 |
| 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: | 16,800 [as of 2008] |
| Truck traffic: | 5% 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: | 84.7 tons [77.0 metric tons] |
| Inventory rating: | 50.6 tons [46.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,900 [as of 1994] |
| Deck condition: | Very Good [8 out of 9] |
| 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: | 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] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 79.7 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,119 [as of 1989] |
| 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 not over waterway. [N] |
| Operating rating: | 55.4 tons [50.4 metric tons] |
| Inventory rating: | 46.5 tons [42.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.4 |
| Estimated cost of work: | $19,000 |