*** Primary Characterization Data *** |
Pedon ID: S1986FL035009 | ( Flagler, Florida ) | Print Date: Nov 21 2024 1:03PM |
Sampled as : | Smyrna ; Aeric Alaquods, sandy, siliceous, hyperthermic. |
Revised to correlated on Nov 3, 2015: | Smyrna ; Sandy, siliceous, hyperthermic Aeric Alaquods |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1986-FL035-S18_009 Lat: 29° 25' 23.49" north Long: 81° 12' 9.22" west MLRA: 155 | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S18_009 | Department of Soil and Water Science | |
- | General Methods 1B1A, 2A1, 2B | Gainesville, Florida 32611 |
Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
FL1800901 | A | A | 0-10 | FINE SAND | FS | |||
FL1800902 | E | E | 10-20 | FINE SAND | FS | |||
FL1800903 | Eg | Eg | 20-33 | FINE SAND | FS | |||
FL1800904 | Bh1 | Bh1 | 33-46 | FINE SAND | FS | |||
FL1800905 | Bh2 | Bh2 | 46-53 | FINE SAND | FS | |||
FL1800906 | Bw | Bw | 53-127 | FINE SAND | FS | |||
FL1800907 | Eg' | Eg' | 127-178 | FINE SAND | FS | |||
FL1800908 | Bh | Bh | 178-203 | FINE SAND | FS |
PSDA & Rock Fragments | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | |||
(- - - - - Total - - - - - -) | (- - Clay - - -) | (- - - - Silt - - - - -) | (- - - - - - - - - - - - Sand - - - - - - - - - - - -) | ( Rock Fragments (mm) ) | |||||||||||||||||
Lab | Clay | Silt | Sand | Fine | CO3 | Fine | Coarse | VF | F | M | C | VC | (- - - - - - - - Weight - - - - - - - -) | >2 mm | |||||||
Text- | < | .002 | .05 | < | < | .002 | .02 | .05 | .10 | .25 | .5 | 1 | 2 | 5 | 20 | .1- | wt % | ||||
Depth | ure | .002 | -.05 | -2 | .0002 | .002 | -.02 | -.05 | -.10 | -.25 | -.50 | -1 | -2 | -5 | -20 | -75 | 75 | whole | |||
Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - - - - - - - - - - % of <2mm Mineral Soil - - - - - - - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - % of <75mm - - - - - -) | soil | |||||||||||||||
3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | |||||||||||||||
FL1800901 | 0-10 | A | S | FS | 1.1 | 2.9 | 96.0 | 2.4 | 80.2 | 12.9 | 0.5 | -- | |||||||||
FL1800902 | 10-20 | E | S | FS | 1.1 | 2.9 | 96.0 | 2.4 | 80.2 | 12.9 | 0.5 | -- | |||||||||
FL1800903 | 20-33 | Eg | S | FS | 0.4 | 3.1 | 96.5 | 2.5 | 81.7 | 11.6 | 0.7 | -- | |||||||||
FL1800904 | 33-46 | Bh1 | S | FS | 4.9 | 4.1 | 91.0 | 2.3 | 77.8 | 10.1 | 0.7 | -- | |||||||||
FL1800905 | 46-53 | Bh2 | S | FS | 3.1 | 2.7 | 94.1 | 2.4 | 80.2 | 10.7 | 0.8 | -- | |||||||||
FL1800906 | 53-127 | Bw | S | FS | 3.2 | 2.1 | 94.7 | 2.2 | 80.5 | 11.1 | 0.9 | -- | |||||||||
FL1800907 | 127-178 | Eg' | S | FS | 2.6 | 4.4 | 93.0 | 1.5 | 77.5 | 13.1 | 0.9 | -- | |||||||||
FL1800908 | 178-203 | Bh | S | FS | 3.0 | 2.1 | 94.9 | 1.6 | 79.5 | 12.8 | 1.0 | -- |
*** Primary Characterization Data *** |
Pedon ID: S1986FL035009 | ( Flagler, Florida ) | Print Date: Nov 21 2024 1:03PM |
Sampled As | : | Smyrna | Aeric Alaquods, sandy, siliceous, hyperthermic. | ||
Florida Environmental Pedology & GIS Soils Laboratory | ; | Pedon No. S18_009 |
Carbon & Extractions | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | |||
(- - - - - Total - - - - -) | Est | OC | C/N | (- - - Dith-Cit Ext - - -) | (- - - - - - Ammonium Oxalate Extraction - - - - - -) | (- - - Na Pyro-Phosphate - - -) | ||||||||||||||||
Depth | C | N | S | OC | (WB) | Ratio | Fe | Al | Mn | Al+½Fe | ODOE | Fe | Al | Si | Mn | C | Fe | Al | Mn | |||
Layer | (cm) | Horz | Prep | (- - - - - - - - - - % of <2 mm - - - - - - - - - -) | (- - - - - - - - - - - - - - - - - - - % of < 2mm - - - - - - - - - - - - - - - - -) | mg kg-1 | (- - - - - - % of < 2mm - - - - -) | |||||||||||||||
6A1a | 6C3 | AL_DITH | 6A4a | 6C8a | 6G10 | |||||||||||||||||
FL1800901 | 0-10 | A | S | 1.82 | ||||||||||||||||||
FL1800902 | 10-20 | E | S | 0.50 | ||||||||||||||||||
FL1800903 | 20-33 | Eg | S | 0.28 | ||||||||||||||||||
FL1800904 | 33-46 | Bh1 | S | 3.44 | 0.2 | 0.9 | 2.6 | -- | 0.2 | |||||||||||||
FL1800905 | 46-53 | Bh2 | S | 1.00 | 0.1 | 0.2 | 0.8 | -- | 0.1 | |||||||||||||
FL1800906 | 53-127 | Bw | S | 0.18 | ||||||||||||||||||
FL1800907 | 127-178 | Eg' | S | 0.08 | ||||||||||||||||||
FL1800908 | 178-203 | Bh | S | 0.55 | 0.1 | tr | 0.4 | -- | tr |
CEC & Bases | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | |||
(- - - - - - NH4OAC Extractable Bases - - - - -) | CEC8 | CEC7 | ECEC | (- - - - Base - - - -) | |||||||||||||
Sum | Acid- | Extr | KCl | Sum | NH4 | Bases | Al | (- Saturation -) | |||||||||
Depth | Ca | Mg | Na | K | Bases | ity | Al | Mn | Cats | OAC | +Al | Sat | Sum | NH4OAC | |||
Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - cmol(+) kg-1 - - - - - - - - - - - - - - - - - - -) | mg kg-1 | (- - - - cmol(+) kg-1 - - -) | (- - - - - - - - % - - - - - - - -) | ||||||||||
6N2 | 6O2 | 6P2 | 6Q2 | 6H1a | 6G9a | ||||||||||||
FL1800901 | 0-10 | A | S | 0.4 | 0.3 | 0.1 | tr | 0.8 | 5.3 | 0.3 | 6.1 | 12 | |||||
FL1800902 | 10-20 | E | S | 0.1 | tr | tr | -- | 0.2 | 0.7 | 0.2 | 0.8 | 20 | |||||
FL1800903 | 20-33 | Eg | S | tr | tr | tr | -- | 0.1 | 0.2 | 0.1 | 0.2 | 33 | |||||
FL1800904 | 33-46 | Bh1 | S | -- | tr | 0.1 | -- | 0.2 | 35.6 | 3.5 | 36.2 | -- | |||||
FL1800905 | 46-53 | Bh2 | S | tr | tr | 0.1 | -- | 0.1 | 10.3 | 1.6 | 10.4 | 1 | |||||
FL1800906 | 53-127 | Bw | S | -- | -- | tr | -- | tr | 3.3 | 0.5 | 3.3 | 1 | |||||
FL1800907 | 127-178 | Eg' | S | tr | 0.7 | 0.1 | tr | 0.9 | 3.0 | 1.0 | 3.9 | 22 | |||||
FL1800908 | 178-203 | Bh | S | tr | 0.3 | tr | -- | 0.2 | 5.1 | 1.1 | 5.4 | 6 |
*** Primary Characterization Data *** |
Pedon ID: S1986FL035009 | ( Flagler, Florida ) | Print Date: Nov 21 2024 1:03PM |
Sampled As | : | Smyrna | Aeric Alaquods, sandy, siliceous, hyperthermic. | ||
Florida Environmental Pedology & GIS Soils Laboratory | ; | Pedon No. S18_009 |
pH & Carbonates | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | |||
(- - - - - - - - - - - - - - - - - - pH - - - - - - - - - - - - - - - - -) | (- - Carbonate - -) | (- - Gypsum - - -) | ||||||||||||
CaCl2 | As CaCO3 | As CaSO4*2H2O | Resist | |||||||||||
Depth | 0.01M | H2O | Sat | <2mm | <20mm | <2mm | <20mm | ohms | ||||||
Layer | (cm) | Horz | Prep | KCl | 1:2 | 1:1 | Paste | Oxid | NaF | (- - - - - - - - - - - - % - - - - - - - - - - -) | cm-1 | |||
8C1c | 8C1e | 8C1a | ||||||||||||
FL1800901 | 0-10 | A | S | 3.2 | 3.1 | 3.7 | ||||||||
FL1800902 | 10-20 | E | S | 3.2 | 3.1 | 3.7 | ||||||||
FL1800903 | 20-33 | Eg | S | 3.4 | 3.3 | 4.2 | ||||||||
FL1800904 | 33-46 | Bh1 | S | 3.8 | 3.8 | 3.3 | ||||||||
FL1800905 | 46-53 | Bh2 | S | 4.1 | 4.1 | 4.1 | ||||||||
FL1800906 | 53-127 | Bw | S | 4.7 | 4.5 | 4.3 | ||||||||
FL1800907 | 127-178 | Eg' | S | 4.4 | 4.2 | 4.5 | ||||||||
FL1800908 | 178-203 | Bh | S | 4.4 | 4.2 | 4.5 |
*** Primary Characterization Data *** |
Pedon ID: S1986FL035009 | ( Flagler, Florida ) | Print Date: Nov 21 2024 1:03PM |
Sampled As | : | Smyrna | Aeric Alaquods, sandy, siliceous, hyperthermic. | ||
Florida Environmental Pedology & GIS Soils Laboratory | ; | Pedon No. S18_009 |
Fine Earth Mineralogy (<2.0 mm) | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | |||
X-Ray | Thermal | Elemental | EGME | Inter | |||||||||||||||||
SiO2 | Al2O3 | Fe2O3 | MgO | CaO | K2O | Na2O | Retn | preta | |||||||||||||
Depth | Fract | 7A2 | tion | ||||||||||||||||||
Layer | (cm) | Horz | ion | ( - - - - - - - - - - peak size - - - - - - - - - - ) | (- - - - - - - - - % - - - - - - - - - -) | (- - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - -) | mg g-1 |
FRACTION INTERPRETATION: | ||||
feth - Fine Earth <2 mm |
MINERAL INTERPRETATION: | ||||
CA Calcite | CL Chlorite | DL Dolomite | FD Feldspar | GI Gibbsite |
HV Hydroxy-Interlayered Vermiculite | KK Kaolinite | MI Mica | NX Non-Crystalline | QZ Quartz |
SE Sepiolite | SM Smectite | VR Vermiculite |