CR 789 (BLKBRN PT) over INTRACOASTAL WATERWAY
Map
Coordinates:
+27.18000, -82.4944427°10'48" N, 82°29'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CR 789 (BLKBRN PT) over INTRACOASTAL WATERWAY |
| Structure number: | 170064 |
| Location: | 0.6MI W of US 41 |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 142.1 ft. [43.3 m] |
| Total length: | 142.1 ft. [43.3 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Vertical clearance below bridge: | 8.9 ft. [2.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1925 |
| Year reconstructed: | 1995 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | MS 18 / HS 20 [5] |
| 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: | 2,901 [as of 2009] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 39.2 tons [35.6 metric tons] |
| Inventory rating: | 30.8 tons [28.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 58.3 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 2,132 [as of 1999] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 39.2 tons [35.6 metric tons] |
| Inventory rating: | 30.8 tons [28.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 44.2 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5,000 [as of 1991] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Pier/abutment protection: | In place but in a deteriorated condition [3] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 15.8 tons [14.4 metric tons] |
| Inventory rating: | 10.9 tons [9.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 4.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $120,000 |