Alabama Inshore Public Reefs
GPS-Koordinaten zum Angeln
Die Orte unten sind überwiegend künstliche Riffe und Schiffswracks. Klicken Sie auf einen Ort auf der Karte, um Beschreibung und Koordinaten anzuzeigen, oder scrollen Sie zur Liste, um alle Details zu sehen. Gezeiten-, Solunar- und Angelzeitvorhersagen können Sie auch anzeigen, indem Sie auf die Gezeiten und Solunarperioden Schaltfläche am jeweiligen Ort klicken. Die TidesPro-App für iPhone/iPad/Mac bietet jetzt auch Angelkoordinaten mit dem Premium-Dienst. Alternativ können Sie diese hier auf der werbefinanzierten Website kostenlos nutzen.
Wegpunktkarte
Klicken oder tippen Sie auf eine Markierung, um weitere Informationen zu diesem Wegpunkt anzuzeigen.| Anzeigeformat der Koordinaten: | | | ||||
|---|---|---|---|---|
| Wegpunkt Name | Beschreibung | Tiefe | Breitengrad | Längengrad |
| Battles Wharf Reef |
Concrete pipe and rubble placed inside old pier pilings and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Tiefe: 5 ft [1] Gezeiten und Solunarperioden |
5 ft | 30° 29' 38" N | 87° 55' 55" W |
| Bayou Cour Reef |
Limestone and concrete rubble rip rap along outer ring with # 57 limestone, #4 limestone, and #2 limestone inside Structure: Inshore # of Modules: 1 Year: 2011 Zone: Inshore Tiefe: 5 ft [1] Gezeiten und Solunarperioden |
5 ft | 30° 17' 57" N | 87° 48' 26" W |
| Bayou St. John Reef |
Concrete pilings and Rubble and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 2005 Zone: Inshore Tiefe: 11 ft [1] Gezeiten und Solunarperioden |
11 ft | 30° 17' 34" N | 87° 31' 58" W |
| Bender - Austal Reef |
Concrete pipe and rubble encircling oyster cultch material and 3"x6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Tiefe: 7 ft [1] Gezeiten und Solunarperioden |
7 ft | 30° 31' 42" N | 88° 2' 57" W |
| Brookley Hole Reef |
Concrete pipe and rubble (since filled with dredge spoil by USACE) Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Tiefe: 25 ft [1] Gezeiten und Solunarperioden |
25 ft | 30° 37' 42" N | 88° 3' 5" W |
| Buddy Beiser Reef |
Concrete pipe and rubble placed around abandon barge and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Tiefe: 9 ft [1] Gezeiten und Solunarperioden |
9 ft | 30° 35' 15" N | 87° 56' 52" W |
| CCA Alabama Pelican Bay Reef |
80 eco-reef modules placed in clusters of 3-4 modules(each module consists of 3 concrete/limestone discs (4.5’ diameter) on a fiberglass piling extending 4-5’ above the seabed); 100 roadway culverts (10’ - 24’ diameter) placed in middle portion of reef Structure: Inshore # of Modules: 80 Year: 2017 Zone: Inshore Tiefe: 14 ft [1] Gezeiten und Solunarperioden |
14 ft | 30° 14' 19" N | 88° 6' 25" W |
| Choctaw Pass Reef |
Concrete pipe and rubble and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Tiefe: 4 ft [1] Gezeiten und Solunarperioden |
4 ft | 30° 39' 52" N | 88° 1' 13" W |
| Dell Williamson Reef |
Concrete block and oyster cultch material placed inside old pier pilings and 3"x6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1991 Zone: Inshore Tiefe: 6 ft [1] Gezeiten und Solunarperioden |
6 ft | 30° 36' 13" N | 87° 54' 59" W |
| Denton Reef |
900 prestressed concrete roof slabs encircling oyster cultch material; Enhanced with 1075 tons of limestone aggregate placed in four 0.36-ac plots in the northern portion of the reef (2018) Structure: Inshore # of Modules: 1 Year: 1997 Zone: Inshore Tiefe: 10 ft [1] Gezeiten und Solunarperioden |
10 ft | 30° 24' 32" N | 88° 3' 59" W |
| EXMOB 63-AB |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Tiefe: 12 ft [1] Gezeiten und Solunarperioden |
12 ft | 30° 17' 31" N | 87° 59' 44" W |
| EXMOB 76-A |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Tiefe: 13 ft [1] Gezeiten und Solunarperioden |
13 ft | 30° 15' 18" N | 88° 3' 8" W |
| ExxonMobil: Alex Maisel Memorial Reef |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Tiefe: 13 ft [1] Gezeiten und Solunarperioden |
13 ft | 30° 17' 46" N | 88° 2' 40" W |
| Fish River Reef |
2300 linear ft concrete bridge piling around permiter of oyster half-shell and #57 limestone aggregate Structure: Inshore # of Modules: 1 Year: 1995 Zone: Inshore Tiefe: 7 ft [1] Gezeiten und Solunarperioden |
7 ft | 30° 19' 45" N | 87° 49' 49" W |
| Fort Morgan Barge |
Pilings placed around the perimeter of a sunken barge Structure: Inshore # of Modules: 1 Year: 2004 Zone: Inshore Tiefe: 15 ft [1] Gezeiten und Solunarperioden |
15 ft | 30° 14' 0" N | 88° 1' 14" W |
| Heggeman Reef |
52 eco-reef modules placed in clusters of 3-4 modules (each module consists of 3 concrete/limestone discs (4.5’ diameter) on a fiberglass piling extending 4-5’ above the seabed) Structure: Inshore # of Modules: 52 Year: 2017 Zone: Inshore Tiefe: 12 ft [1] Gezeiten und Solunarperioden |
12 ft | 30° 16' 60" N | 88° 17' 13" W |
| LEGACY 615-1 |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Tiefe: 12 ft [1] Gezeiten und Solunarperioden |
12 ft | 30° 16' 50" N | 87° 59' 6" W |
| LEGACY 615-3 |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Tiefe: 12 ft [1] Gezeiten und Solunarperioden |
12 ft | 30° 16' 1" N | 87° 58' 26" W |
| LEGACY 615-4 |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Tiefe: 11 ft [1] Gezeiten und Solunarperioden |
11 ft | 30° 17' 17" N | 87° 57' 20" W |
| LEGACY PLATFORM |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Tiefe: 10 ft [1] Gezeiten und Solunarperioden |
10 ft | 30° 16' 49" N | 87° 58' 5" W |
| Lynn Dent Boykin Reef |
Concrete pipe and rubble and #2 limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Tiefe: 9 ft [1] Gezeiten und Solunarperioden |
9 ft | 30° 16' 23" N | 88° 5' 46" W |
| Mississippi Sound Reef #1 |
Initially 1,202 tons of 3" X 6" limestone aggregate ;Enhanced with 1550 tons of limestone aggregate (3"x6") (2018) Structure: Inshore # of Modules: 1 Year: 2013 Zone: Inshore Tiefe: 6 ft [1] Gezeiten und Solunarperioden |
6 ft | 30° 14' 10" N | 88° 17' 36" W |
| Mississippi Sound Reef #2 |
Initially 2164 tons of 3" x 6" limestone aggregate; Enhanced with 2500 tons of limestone aggregate (3"x6") (2016); Enhanced with 11400 tons of limestone aggregate (3"x6") (2018) Structure: Inshore # of Modules: 1 Year: 2013 Zone: Inshore Tiefe: 7 ft [1] Gezeiten und Solunarperioden |
7 ft | 30° 14' 25" N | 88° 16' 23" W |
| Mississippi Sound Reef #3 |
1,443 tons of 3" X 6" limestone aggregate distributed throughout the reef at initial construction Structure: Inshore # of Modules: 1 Year: 2013 Zone: Inshore Tiefe: 6 ft [1] Gezeiten und Solunarperioden |
6 ft | 30° 14' 43" N | 88° 14' 30" W |
| Ono island Reef |
Concrete piling and rubble-Red claybrick from NAS Pensacola; roadway culverts (18") and concrete manholes covers were added in clusters Structure: Inshore # of Modules: 1 Year: 2005 Zone: Inshore Tiefe: 11 ft [1] Gezeiten und Solunarperioden |
11 ft | 30° 18' 10" N | 87° 29' 24" W |
| P. Grey Cane, Jr. Reef |
Concrete pipe and rubble placed circular config with oyster half-shells and #57 limestone aggregate cultch material inside Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Tiefe: 7 ft [1] Gezeiten und Solunarperioden |
7 ft | 30° 27' 28" N | 87° 55' 56" W |
| Point Clear Reef |
3" x 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 2016 Zone: Inshore Tiefe: 11 ft [1] Gezeiten und Solunarperioden |
11 ft | 30° 27' 58" N | 87° 57' 42" W |
| Rockpile |
Limestone rip rap in single row along northern boundary; roadway culverts (18", 24", 30"), concrete jucntion boxes, manhole covers, and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 2011 Zone: Inshore Tiefe: 9 ft [1] Gezeiten und Solunarperioden |
9 ft | 30° 20' 1" N | 87° 29' 55" W |
| Ross Point Reef |
Concrete pilings, bridge rubble and bridge spans Structure: Inshore # of Modules: 1 Year: 2005 Zone: Inshore Tiefe: 13 ft [1] Gezeiten und Solunarperioden |
13 ft | 30° 19' 26" N | 87° 30' 40" W |
| Shellbank Reef |
2300 linear ft concrete bridge piling around permiter of oyster half-shell and #4 limestone aggregate Structure: Inshore # of Modules: 1 Year: 1995 Zone: Inshore Tiefe: 7 ft [1] Gezeiten und Solunarperioden |
7 ft | 30° 15' 43" N | 87° 51' 41" W |
| Shrimpboat Reef |
Concrete pipe and rubble placed around abandoned Shrimpboat Hull; Enhanced with 1250 tons of limestone aggregate (3"x6") Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Tiefe: 9 ft [1] Gezeiten und Solunarperioden |
9 ft | 30° 18' 20" N | 88° 16' 24" W |
| Upper Wreck Reef |
Abandon barge and shrimpboat w/concrete rubble placed around perimeter and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 2006 Zone: Inshore Tiefe: 5 ft [1] Gezeiten und Solunarperioden |
5 ft | 30° 23' 14" N | 87° 53' 7" W |
| Weeks Bay Reef |
1,034 cubic yards of oyster half-shells Structure: Inshore # of Modules: 1 Year: 2014 Zone: Inshore Tiefe: 4 ft [1] Gezeiten und Solunarperioden |
4 ft | 30° 22' 50" N | 87° 49' 58" W |
| Zundel Landing |
300 yds concrete block placed in and around old pier pilings and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1995 Zone: Inshore Tiefe: 4 ft [1] Gezeiten und Solunarperioden |
4 ft | 30° 28' 20" N | 87° 55' 35" W |