Banana River Drive over Banana River
Map
Coordinates:
+28.15028, -80.6050028°09'01" N, 80°36'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | Banana River Drive over Banana River |
| Structure number: | 704063 |
| Location: | 0.3 Mile West of SR-513 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 202.4 ft. [61.7 m] |
| Total length: | 791.7 ft. [241.3 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
| Vertical clearance above deck: | 17.1 ft. [5.2 m] |
| Vertical clearance below bridge: | 7.9 ft. [2.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1927 |
| Year reconstructed: | 2005 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Swing [17] |
| Deck type: | Open Grating [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,569 [as of 2002] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 63.9 tons [58.1 metric tons] |
| Inventory rating: | 38.0 tons [34.5 metric tons] |
| Sufficiency rating: | 65.9 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 2,519 [as of 1999] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 12.5 tons [11.4 metric tons] |
| Inventory rating: | 7.6 tons [6.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 5.1 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,200 [as of 1991] |
| Truck traffic: | 5% of total traffic |
| 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: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 36.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $1,400,000 |