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English (vertaal deze tekst in Nederlands): 5.1 nm from the Ocracoke Inlet sea buoy English (vertaal deze tekst in Nederlands): 5.1 nm from the Ocracoke Inlet sea buoy 5.1 nm from the Ocracoke Inlet sea buoy English (vertaal deze tekst in Nederlands): 5.1 nm from the Ocracoke Inlet sea buoy English (vertaal deze tekst in Nederlands): 5.1 nm from the Ocracoke Inlet sea buoy English (vertaal deze tekst in Nederlands): 5.1 nm from the Ocracoke Inlet sea buoy English (vertaal deze tekst in Nederlands): 5.1 nm from the Ocracoke Inlet sea buoy English (vertaal deze tekst in Nederlands): 5.1 nm from the Ocracoke Inlet sea buoy English (vertaal deze tekst in Nederlands): 5.1 nm from the Ocracoke Inlet sea buoy Hoe? Per boot Afstand Goede aanvaartijd (tot 30min) gemakkelijk te vinden? Gemakkelijk te vinden

 Duiklocatie Karakteristieken Characteristics

 Aanvullende informatie

English (vertaal deze tekst in Nederlands): 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 (vertaal deze tekst in Nederlands): 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 (vertaal deze tekst in Nederlands): 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 (vertaal deze tekst in Nederlands): 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 (vertaal deze tekst in Nederlands): 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 (vertaal deze tekst in Nederlands): 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 (vertaal deze tekst in Nederlands): 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 (vertaal deze tekst in Nederlands): 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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