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English (Traduisez ce texte en Français): 5.1 nm from the Ocracoke Inlet sea buoy
English (Traduisez ce texte en Français): 5.1 nm from the Ocracoke Inlet sea buoy
5.1 nm from the Ocracoke Inlet sea buoy
English (Traduisez ce texte en Français): 5.1 nm from the Ocracoke Inlet sea buoy
English (Traduisez ce texte en Français): 5.1 nm from the Ocracoke Inlet sea buoy
English (Traduisez ce texte en Français): 5.1 nm from the Ocracoke Inlet sea buoy
English (Traduisez ce texte en Français): 5.1 nm from the Ocracoke Inlet sea buoy
English (Traduisez ce texte en Français): 5.1 nm from the Ocracoke Inlet sea buoy
English (Traduisez ce texte en Français): 5.1 nm from the Ocracoke Inlet sea buoy
Comment ? Par bateau
Distance Bon trajet par bateau (< 30min)
Facile à trouver ? Facile à trouver
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Caractéristiques du site
Prof. moyenne 25.3 m / 83 ft
Prof. max 25.3 m / 83 ft
Courant Faible ( < 1 knot)
Visibilité Moyen ( 5 - 10 m)
Qualité
Qualité du site Bon
Expérience CMAS ** / AOW
Intérêt bio Intéressant
Plus d'infos
Fréquentation semaine
Fréquentation week-end
Type de plongée
- Récif
Activités plongée
Dangers
Informations supplémentaires
English (Traduisez ce texte en Français): 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 (Traduisez ce texte en Français): 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 (Traduisez ce texte en Français): Railroad boxcars: 10
34° 56.679' &#47; 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' &#47; 075° 54.767'
34° 56.967' &#47; 075° 54.783'
34° 56.917' &#47; 075° 54.817'
34° 56.933' &#47; 075° 54.833'
34° 56.983' &#47; 075° 54.833'
34° 56.983' &#47; 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' &#47; 075° 54.811' - SW end
34° 56.794' &#47; 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&amp;09-Nov-05 and 07-Feb-06
34° 56.929' &#47; 075° 54.985'
- NE corner
34° 56.907' &#47; 075° 54.985'
- SE corner
34° 56.899' &#47; 075° 54.018'
- Site Center
34° 56.876' &#47; 075° 54.061'
- NW corner
34° 56.874' &#47; 075° 54.043'
- SW corner
English (Traduisez ce texte en Français): Railroad boxcars: 10
34° 56.679' &amp;#47; 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' &amp;#47; 075° 54.767'
34° 56.967' &amp;#47; 075° 54.783'
34° 56.917' &amp;#47; 075° 54.817'
34° 56.933' &amp;#47; 075° 54.833'
34° 56.983' &amp;#47; 075° 54.833'
34° 56.983' &amp;#47; 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' &amp;#47; 075° 54.811' - SW end
34° 56.794' &amp;#47; 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&amp;amp;09-Nov-05 and 07-Feb-06
34° 56.929' &amp;#47; 075° 54.985'
- NE corner
34° 56.907' &amp;#47; 075° 54.985'
- SE corner
34° 56.899' &amp;#47; 075° 54.018'
- Site Center
34° 56.876' &amp;#47; 075° 54.061'
- NW corner
34° 56.874' &amp;#47; 075° 54.043'
- SW corner
English (Traduisez ce texte en Français): Railroad boxcars: 10
34° 56.679' &amp;amp;#47; 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' &amp;amp;#47; 075° 54.767'
34° 56.967' &amp;amp;#47; 075° 54.783'
34° 56.917' &amp;amp;#47; 075° 54.817'
34° 56.933' &amp;amp;#47; 075° 54.833'
34° 56.983' &amp;amp;#47; 075° 54.833'
34° 56.983' &amp;amp;#47; 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' &amp;amp;#47; 075° 54.811' - SW end
34° 56.794' &amp;amp;#47; 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&amp;amp;amp;09-Nov-05 and 07-Feb-06
34° 56.929' &amp;amp;#47; 075° 54.985'
- NE corner
34° 56.907' &amp;amp;#47; 075° 54.985'
- SE corner
34° 56.899' &amp;amp;#47; 075° 54.018'
- Site Center
34° 56.876' &amp;amp;#47; 075° 54.061'
- NW corner
34° 56.874' &amp;amp;#47; 075° 54.043'
- SW corner
English (Traduisez ce texte en Français): Railroad boxcars: 10
34° 56.679' &amp;amp;amp;#47; 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' &amp;amp;amp;#47; 075° 54.767'
34° 56.967' &amp;amp;amp;#47; 075° 54.783'
34° 56.917' &amp;amp;amp;#47; 075° 54.817'
34° 56.933' &amp;amp;amp;#47; 075° 54.833'
34° 56.983' &amp;amp;amp;#47; 075° 54.833'
34° 56.983' &amp;amp;amp;#47; 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' &amp;amp;amp;#47; 075° 54.811' - SW end
34° 56.794' &amp;amp;amp;#47; 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&amp;amp;amp;amp;09-Nov-05 and 07-Feb-06
34° 56.929' &amp;amp;amp;#47; 075° 54.985'
- NE corner
34° 56.907' &amp;amp;amp;#47; 075° 54.985'
- SE corner
34° 56.899' &amp;amp;amp;#47; 075° 54.018'
- Site Center
34° 56.876' &amp;amp;amp;#47; 075° 54.061'
- NW corner
34° 56.874' &amp;amp;amp;#47; 075° 54.043'
- SW corner
English (Traduisez ce texte en Français): Railroad boxcars: 10
34° 56.679' &amp;amp;amp;amp;#47; 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' &amp;amp;amp;amp;#47; 075° 54.767'
34° 56.967' &amp;amp;amp;amp;#47; 075° 54.783'
34° 56.917' &amp;amp;amp;amp;#47; 075° 54.817'
34° 56.933' &amp;amp;amp;amp;#47; 075° 54.833'
34° 56.983' &amp;amp;amp;amp;#47; 075° 54.833'
34° 56.983' &amp;amp;amp;amp;#47; 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' &amp;amp;amp;amp;#47; 075° 54.811' - SW end
34° 56.794' &amp;amp;amp;amp;#47; 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&amp;amp;amp;amp;amp;09-Nov-05 and 07-Feb-06
34° 56.929' &amp;amp;amp;amp;#47; 075° 54.985'
- NE corner
34° 56.907' &amp;amp;amp;amp;#47; 075° 54.985'
- SE corner
34° 56.899' &amp;amp;amp;amp;#47; 075° 54.018'
- Site Center
34° 56.876' &amp;amp;amp;amp;#47; 075° 54.061'
- NW corner
34° 56.874' &amp;amp;amp;amp;#47; 075° 54.043'
- SW corner
English (Traduisez ce texte en Français): Railroad boxcars: 10
34° 56.679' &amp;amp;amp;amp;amp;#47; 075° 55.104'
Concrete rubble: 500 tons
34° 56.917' &amp;amp;amp;amp;amp;#47; 075° 54.767'
34° 56.967' &amp;amp;amp;amp;amp;#47; 075° 54.783'
34° 56.917' &amp;amp;amp;amp;amp;#47; 075° 54.817'
34° 56.933' &amp;amp;amp;amp;amp;#47; 075° 54.833'
34° 56.983' &amp;amp;amp;amp;amp;#47; 075° 54.833'
34° 56.983' &amp;amp;amp;amp;amp;#47; 075° 54.817'
Old Fairfield Bridge steel truss span, 220’
34° 56.787' &amp;amp;amp;amp;amp;#47; 075° 54.811' - SW end
34° 56.794' &amp;amp;amp;amp;amp;#47; 075° 54.804' - NE end
Concrete box sections: 450 tons; 188 pieces Laid in a rectangular pattern running NE to SW
07&amp;amp;amp;amp;amp;amp;09-Nov-05 and 07-Feb-06
34° 56.929' &amp;amp;amp;amp;amp;#47; 075° 54.985'
- NE corner
34° 56.907' &amp;amp;amp;amp;amp;#47; 075° 54.985'
- SE corner
34° 56.899' &amp;amp;amp;amp;amp;#47; 075° 54.018'
- Site Center
34° 56.876' &amp;amp;amp;amp;amp;#47; 075° 54.061'
- NW corner
34° 56.874' &amp;amp;amp;amp;amp;#47; 075° 54.043'
- SW corner
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