SR-992 (SW 152 St) over CANAL C-100
Map
Coordinates:
+25.62861, -80.3480625°37'43" N, 80°20'53" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR-992 (SW 152 St) over CANAL C-100 |
| Structure number: | 870636 |
| Location: | 0.5 MILES WEST OF SR.5 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 26.6 ft. [8.1 m] |
| Total length: | 66.9 ft. [20.4 m] |
| Roadway width between curbs: | 27.6 ft. [8.4 m] |
| Deck width edge-to-edge: | 86.6 ft. [26.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| Year reconstructed: | 1980 |
| 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: | 35,500 [as of 2008] |
| Truck traffic: | 4% 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: | 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: | 82.5 tons [75.0 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 32,500 [as of 1993] |
| 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: | 82.5 tons [75.0 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,742 [as of 1988] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 56.4 tons [51.3 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Sufficiency rating: | 91.0 |
| Estimated cost of work: | $21,000 |