SR934 WB over LITTLE RIVER CANAL C-7
Map
Coordinates:
+25.85000, -80.1883325°51'00" N, 80°11'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR934 WB over LITTLE RIVER CANAL C-7 |
| Structure number: | 870627 |
| Location: | 0.2M W OF SR-5 |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 108.9 ft. [33.2 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 61.7 ft. [18.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1961 |
| 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: | 14,000 [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: | 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: | 90.2 tons [82.0 metric tons] |
| Inventory rating: | 53.9 tons [49.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 79.3 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,773 [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: | 90.2 tons [82.0 metric tons] |
| Inventory rating: | 53.9 tons [49.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,773 [as of 1989] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 56.4 tons [51.3 metric tons] |
| Inventory rating: | 34.7 tons [31.5 metric tons] |
| Sufficiency rating: | 93.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $64,000 |