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English (Translate this text in English): 5.1 nm from the Ocracoke Inlet sea buoy
English (Translate this text in English): 5.1 nm from the Ocracoke Inlet sea buoy
5.1 nm from the Ocracoke Inlet sea buoy
English (Translate this text in English): 5.1 nm from the Ocracoke Inlet sea buoy
English (Translate this text in English): 5.1 nm from the Ocracoke Inlet sea buoy
English (Translate this text in English): 5.1 nm from the Ocracoke Inlet sea buoy
English (Translate this text in English): 5.1 nm from the Ocracoke Inlet sea buoy
English (Translate this text in English): 5.1 nm from the Ocracoke Inlet sea buoy
English (Translate this text in English): 5.1 nm from the Ocracoke Inlet sea buoy
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Distance
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Dive site Characteristics
Average depth 25.3 m / 83 ft
Max depth 25.3 m / 83 ft
Current
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Dive site quality
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Additional Information
English (Translate this text in English): Railroad boxcars: 10
34° 56.679' / 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' / 075° 54.767'
34° 56.967' / 075° 54.783'
34° 56.917' / 075° 54.817'
34° 56.933' / 075° 54.833'
34° 56.983' / 075° 54.833'
34° 56.983' / 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' / 075° 54.811' - SW end
34° 56.794' / 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&09-Nov-05 and 07-Feb-06
34° 56.929' / 075° 54.985'
- NE corner
34° 56.907' / 075° 54.985'
- SE corner
34° 56.899' / 075° 54.018'
- Site Center
34° 56.876' / 075° 54.061'
- NW corner
34° 56.874' / 075° 54.043'
- SW corner
English (Translate this text in English): Railroad boxcars: 10
34° 56.679' / 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' / 075° 54.767'
34° 56.967' / 075° 54.783'
34° 56.917' / 075° 54.817'
34° 56.933' / 075° 54.833'
34° 56.983' / 075° 54.833'
34° 56.983' / 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' / 075° 54.811' - SW end
34° 56.794' / 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&09-Nov-05 and 07-Feb-06
34° 56.929' / 075° 54.985'
- NE corner
34° 56.907' / 075° 54.985'
- SE corner
34° 56.899' / 075° 54.018'
- Site Center
34° 56.876' / 075° 54.061'
- NW corner
34° 56.874' / 075° 54.043'
- SW corner
Railroad boxcars: 10
34° 56.679' / 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' / 075° 54.767'
34° 56.967' / 075° 54.783'
34° 56.917' / 075° 54.817'
34° 56.933' / 075° 54.833'
34° 56.983' / 075° 54.833'
34° 56.983' / 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' / 075° 54.811' - SW end
34° 56.794' / 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&09-Nov-05 and 07-Feb-06
34° 56.929' / 075° 54.985'
- NE corner
34° 56.907' / 075° 54.985'
- SE corner
34° 56.899' / 075° 54.018'
- Site Center
34° 56.876' / 075° 54.061'
- NW corner
34° 56.874' / 075° 54.043'
- SW corner
English (Translate this text in English): Railroad boxcars: 10
34° 56.679' / 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' / 075° 54.767'
34° 56.967' / 075° 54.783'
34° 56.917' / 075° 54.817'
34° 56.933' / 075° 54.833'
34° 56.983' / 075° 54.833'
34° 56.983' / 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' / 075° 54.811' - SW end
34° 56.794' / 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&09-Nov-05 and 07-Feb-06
34° 56.929' / 075° 54.985'
- NE corner
34° 56.907' / 075° 54.985'
- SE corner
34° 56.899' / 075° 54.018'
- Site Center
34° 56.876' / 075° 54.061'
- NW corner
34° 56.874' / 075° 54.043'
- SW corner
English (Translate this text in English): Railroad boxcars: 10
34° 56.679' / 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' / 075° 54.767'
34° 56.967' / 075° 54.783'
34° 56.917' / 075° 54.817'
34° 56.933' / 075° 54.833'
34° 56.983' / 075° 54.833'
34° 56.983' / 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' / 075° 54.811' - SW end
34° 56.794' / 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&09-Nov-05 and 07-Feb-06
34° 56.929' / 075° 54.985'
- NE corner
34° 56.907' / 075° 54.985'
- SE corner
34° 56.899' / 075° 54.018'
- Site Center
34° 56.876' / 075° 54.061'
- NW corner
34° 56.874' / 075° 54.043'
- SW corner
English (Translate this text in English): Railroad boxcars: 10
34° 56.679' / 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' / 075° 54.767'
34° 56.967' / 075° 54.783'
34° 56.917' / 075° 54.817'
34° 56.933' / 075° 54.833'
34° 56.983' / 075° 54.833'
34° 56.983' / 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' / 075° 54.811' - SW end
34° 56.794' / 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&09-Nov-05 and 07-Feb-06
34° 56.929' / 075° 54.985'
- NE corner
34° 56.907' / 075° 54.985'
- SE corner
34° 56.899' / 075° 54.018'
- Site Center
34° 56.876' / 075° 54.061'
- NW corner
34° 56.874' / 075° 54.043'
- SW corner
English (Translate this text in English): Railroad boxcars: 10
34° 56.679' / 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' / 075° 54.767'
34° 56.967' / 075° 54.783'
34° 56.917' / 075° 54.817'
34° 56.933' / 075° 54.833'
34° 56.983' / 075° 54.833'
34° 56.983' / 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' / 075° 54.811' - SW end
34° 56.794' / 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&09-Nov-05 and 07-Feb-06
34° 56.929' / 075° 54.985'
- NE corner
34° 56.907' / 075° 54.985'
- SE corner
34° 56.899' / 075° 54.018'
- Site Center
34° 56.876' / 075° 54.061'
- NW corner
34° 56.874' / 075° 54.043'
- SW corner
English (Translate this text in English): Railroad boxcars: 10
34° 56.679' / 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' / 075° 54.767'
34° 56.967' / 075° 54.783'
34° 56.917' / 075° 54.817'
34° 56.933' / 075° 54.833'
34° 56.983' / 075° 54.833'
34° 56.983' / 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' / 075° 54.811' - SW end
34° 56.794' / 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&09-Nov-05 and 07-Feb-06
34° 56.929' / 075° 54.985'
- NE corner
34° 56.907' / 075° 54.985'
- SE corner
34° 56.899' / 075° 54.018'
- Site Center
34° 56.876' / 075° 54.061'
- NW corner
34° 56.874' / 075° 54.043'
- SW corner
English (Translate this text in English): Railroad boxcars: 10
34° 56.679' / 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' / 075° 54.767'
34° 56.967' / 075° 54.783'
34° 56.917' / 075° 54.817'
34° 56.933' / 075° 54.833'
34° 56.983' / 075° 54.833'
34° 56.983' / 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' / 075° 54.811' - SW end
34° 56.794' / 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&09-Nov-05 and 07-Feb-06
34° 56.929' / 075° 54.985'
- NE corner
34° 56.907' / 075° 54.985'
- SE corner
34° 56.899' / 075° 54.018'
- Site Center
34° 56.876' / 075° 54.061'
- NW corner
34° 56.874' / 075° 54.043'
- SW corner
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