I-95 NB (SR-9) over NASSAU RIVER
Map
Coordinates:
+30.57556, -81.6458330°34'32" N, 81°38'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-95 NB (SR-9) over NASSAU RIVER |
| Structure number: | 720336 |
| Location: | I-95 NB / NASSAU RIVER |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 47.9 ft. [14.6 m] |
| Total length: | 624.0 ft. [190.2 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 58.7 ft. [17.9 m] |
| Vertical clearance below bridge: | 7.9 ft. [2.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1967 |
| Year reconstructed: | 1992 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 13 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 29,750 [as of 2008] |
| Truck traffic: | 14% 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 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: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 69.6 tons [63.3 metric tons] |
| Inventory rating: | 41.8 tons [38.0 metric tons] |
| Sufficiency rating: | 95.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $425,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,000 [as of 1998] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 55.9 tons [50.8 metric tons] |
| Inventory rating: | 37.8 tons [34.4 metric tons] |
| Sufficiency rating: | 85.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $425,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,445 [as of 1991] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Very Good [8 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 55.4 tons [50.4 metric tons] |
| Inventory rating: | 37.6 tons [34.2 metric tons] |
| Sufficiency rating: | 78.0 |