SR 932 (NW 103 St) over LITTLE RIVER CANAL C-7
Map
Coordinates:
+25.84389, -80.1244425°50'38" N, 80°07'28" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 932 (NW 103 St) over LITTLE RIVER CANAL C-7 |
| Structure number: | 870658 |
| Location: | 600f W of NW 17Av |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 43.0 ft. [13.1 m] |
| Total length: | 128.9 ft. [39.3 m] |
| Roadway width between curbs: | 75.1 ft. [22.9 m] |
| Deck width edge-to-edge: | 113.2 ft. [34.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1979 |
| 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 Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,000 [as of 2008] |
| Truck traffic: | 2% 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 93.5 tons [85.0 metric tons] |
| Inventory rating: | 56.1 tons [51.0 metric tons] |
| Sufficiency rating: | 92.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 295,000 [as of 1992] |
| Deck condition: | Good [7 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 93.5 tons [85.0 metric tons] |
| Inventory rating: | 56.1 tons [51.0 metric tons] |
| Sufficiency rating: | 78.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 26,283 [as of 1988] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 56.4 tons [51.3 metric tons] |
| Inventory rating: | 45.5 tons [41.4 metric tons] |
| Sufficiency rating: | 90.8 |
| Estimated cost of work: | $23,000 |