| *** Primary Characterization Data *** |
| Pedon ID: 1967-FL009-S05_015 | ( Brevard, Florida ) | Print Date: Nov 21 2024 12:04PM |
| Sampled as : | Malabar ; Grossarenic Endoaqualfs, sandy, siliceous, hyperthermic. |
| Revised to correlated on Mar 12, 2014: | Malabar ; Loamy, siliceous, active, hyperthermic Grossarenic Endoaqualfs |
| State of Florida | ||||
| SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
| - | Site ID | S1967-FL009-S05_015 Lat: 28° 21' 50.18" north Long: 80° 47' 46.14" west MLRA: 155 | Environmental Pedology & GIS Soils Laboratory | |
| - | Pedon No. | S05_015 | 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 |
| FL0501501 | A | A | 0-5 | SAND | FS | |||
| FL0501502 | Eg | Eg | 5-20 | SAND | FS | |||
| FL0501503 | Bw1 | Bw1 | 20-25 | SAND | FS | |||
| FL0501504 | Bw2 | Bw2 | 25-51 | SAND | FS | |||
| FL0501505 | Bw3 | Bw3 | 51-58 | SAND | FS | |||
| FL0501506 | Eg' | Eg' | 58-130 | SAND | FS | |||
| FL0501507 | Btg | Btg | 130-190 | LOAMY FINE SAND | LFS | |||
| 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 | |||||||||||||||
| FL0501501 | 0-5 | A | S | fs | 1.0 | 4.0 | 95.0 | 2.4 | 57.5 | 31.5 | 3.6 | -- | |||||||||
| FL0501502 | 5-20 | Eg | S | fs | 0.3 | 3.6 | 96.1 | 4.1 | 63.6 | 25.1 | 3.3 | -- | |||||||||
| FL0501503 | 20-25 | Bw1 | S | fs | 0.4 | 2.7 | 96.9 | 3.5 | 61.9 | 27.0 | 4.4 | 0.1 | |||||||||
| FL0501504 | 25-51 | Bw2 | S | fs | 0.5 | 2.1 | 97.4 | 3.3 | 63.6 | 26.2 | 4.2 | 0.1 | |||||||||
| FL0501505 | 51-58 | Bw3 | S | fs | 1.1 | 2.3 | 96.6 | 3.5 | 61.3 | 27.2 | 4.4 | 0.2 | |||||||||
| FL0501506 | 58-130 | Eg' | S | fs | 0.8 | 1.8 | 97.4 | 3.1 | 60.5 | 27.8 | 5.7 | 0.3 | |||||||||
| FL0501507 | 130-190 | Btg | S | lfs | 8.8 | 2.4 | 88.8 | 3.6 | 56.4 | 24.3 | 4.2 | 0.3 | |||||||||
| *** Primary Characterization Data *** |
| Pedon ID: 1967-FL009-S05_015 | ( Brevard, Florida ) | Print Date: Nov 21 2024 12:04PM |
| Sampled As | : | Malabar | Grossarenic Endoaqualfs, sandy, siliceous, hyperthermic. | ||
| Florida Environmental Pedology & GIS Soils Laboratory | ; | Pedon No. S05_015 | |||
| 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 | ||||||||||||||||||||||
| FL0501501 | 0-5 | A | S | 0.89 | ||||||||||||||||||
| FL0501502 | 5-20 | Eg | S | 0.21 | ||||||||||||||||||
| FL0501503 | 20-25 | Bw1 | S | 0.09 | ||||||||||||||||||
| FL0501504 | 25-51 | Bw2 | S | 0.06 | ||||||||||||||||||
| FL0501505 | 51-58 | Bw3 | S | 0.05 | ||||||||||||||||||
| FL0501506 | 58-130 | Eg' | S | 0.13 | ||||||||||||||||||
| FL0501507 | 130-190 | Btg | S | 0.18 | ||||||||||||||||||
| 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 - - -) | (- - - - - - - - % - - - - - - - -) | ||||||||||
| FL0501501 | 0-5 | A | S | 1.7 | 100 | ||||||||||||
| FL0501502 | 5-20 | Eg | S | 0.4 | 100 | ||||||||||||
| FL0501503 | 20-25 | Bw1 | S | 0.3 | 100 | ||||||||||||
| FL0501504 | 25-51 | Bw2 | S | 0.3 | 100 | ||||||||||||
| FL0501505 | 51-58 | Bw3 | S | 0.3 | 100 | ||||||||||||
| FL0501506 | 58-130 | Eg' | S | 0.2 | 100 | ||||||||||||
| FL0501507 | 130-190 | Btg | S | 4.1 | 100 | ||||||||||||
| *** Primary Characterization Data *** |
| Pedon ID: 1967-FL009-S05_015 | ( Brevard, Florida ) | Print Date: Nov 21 2024 12:04PM |
| Sampled As | : | Malabar | Grossarenic Endoaqualfs, sandy, siliceous, hyperthermic. | ||
| Florida Environmental Pedology & GIS Soils Laboratory | ; | Pedon No. S05_015 | |||
| 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 | 8C1a | |||||||||||||
| FL0501501 | 0-5 | A | S | 5.7 | 6.4 | |||||||||
| FL0501502 | 5-20 | Eg | S | 5.5 | 6.4 | |||||||||
| FL0501503 | 20-25 | Bw1 | S | 5.6 | 6.3 | |||||||||
| FL0501504 | 25-51 | Bw2 | S | 5.9 | 6.4 | |||||||||
| FL0501505 | 51-58 | Bw3 | S | 5.7 | 6.2 | |||||||||
| FL0501506 | 58-130 | Eg' | S | 3.9 | 4.7 | |||||||||
| FL0501507 | 130-190 | Btg | S | 3.8 | 5.2 | |||||||||