BULLS BAY HIGHWAY over TRIB SIX MILE CREEK
Map
Coordinates:
+30.36139, -81.7900030°21'41" N, 81°47'24" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BULLS BAY HIGHWAY over TRIB SIX MILE CREEK |
| Structure number: | 724066 |
| Location: | 1.1M N OF COMMONWEALTHAVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1951 |
| Year reconstructed: | 1976 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,441 [as of 2008] |
| Truck traffic: | 5% 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 28.6 tons [26.0 metric tons] |
| Sufficiency rating: | 82.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $9,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,441 [as of 1998] |
| Truck traffic: | 5% 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 47.7 tons [43.4 metric tons] |
| Inventory rating: | 25.3 tons [23.0 metric tons] |
| Sufficiency rating: | 80.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $9,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,441 [as of 1992] |
| Truck traffic: | 5% of total traffic |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Sufficiency rating: | 67.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $9,000 |