RIBAULT SCENIC DR over LONG BRANCH CREEK
Map
Coordinates:
+30.39778, -81.6991730°23'52" N, 81°41'57" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RIBAULT SCENIC DR over LONG BRANCH CREEK |
| Structure number: | 724332 |
| Location: | 0.1 MI W OF RESTLAWN DR |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 43.0 ft. [13.1 m] |
| Total length: | 43.0 ft. [13.1 m] |
| Roadway width between curbs: | 41.3 ft. [12.6 m] |
| Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1960 |
| Year reconstructed: | 1986 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,081 [as of 2010] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 64.7 tons [58.8 metric tons] |
| Inventory rating: | 56.4 tons [51.3 metric tons] |
| Sufficiency rating: | 100.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,081 [as of 2000] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 87.0 tons [79.1 metric tons] |
| Inventory rating: | 72.2 tons [65.6 metric tons] |
| Sufficiency rating: | 99.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,081 [as of 1992] |
| Deck condition: | Very Good [8 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 56.4 tons [51.3 metric tons] |
| Sufficiency rating: | 99.8 |