*** Primary Characterization Data *** |
Pedon ID: 1969-FL009-S05_035 | ( Brevard, Florida ) | Print Date: Nov 21 2024 2:12PM |
Sampled as : | Canaveral ; Aquic Quartzipsamments, coated, hyperthermic. |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1969-FL009-S05_035 Lat: 28° 24' 20.09" north Long: 80° 35' 32.42" west | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S05_035 | 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 |
FL0503501 | A | A | 0-8 | COS | ||||
FL0503502 | Bw1 | Bw1 | 8-38 | SAND | COS | |||
FL0503503 | Bw2 | Bw2 | 38-61 | GRAVELLY-SAND | S | |||
FL0503504 | Bw3 | Bw3 | 61-69 | GRAVELLY-SAND | S | |||
FL0503505 | Bw4 | Bw4 | 69-81 | SAND | COS | |||
FL0503506 | Bw5 | Bw5 | 81-137 | GRAVELLY-SAND | S | |||
FL0503507 | Cg | Cg | 137-267 | COS |
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 | |||||||||||||||
FL0503501 | 0-8 | A | S | cos | 2.4 | 3.1 | 94.5 | 0.7 | 18.2 | 43.5 | 30.3 | 1.8 | |||||||||
FL0503502 | 8-38 | Bw1 | S | cos | 1.7 | 2.4 | 95.9 | 0.7 | 14.8 | 42.8 | 35.5 | 2.1 | |||||||||
FL0503503 | 38-61 | Bw2 | S | s | 1.9 | 1.3 | 96.8 | 0.9 | 41.6 | 42.4 | 11.2 | 0.1 | |||||||||
FL0503504 | 61-69 | Bw3 | S | s | 1.7 | 1.2 | 97.1 | 0.7 | 29.0 | 44.8 | 19.2 | 3.4 | |||||||||
FL0503505 | 69-81 | Bw4 | S | cos | 1.8 | 1.1 | 97.1 | 0.7 | 25.8 | 37.4 | 29.4 | 3.8 | |||||||||
FL0503506 | 81-137 | Bw5 | S | s | 1.7 | 0.6 | 97.7 | 0.5 | 24.3 | 58.2 | 14.1 | 0.6 | |||||||||
FL0503507 | 137-267 | Cg | S | cos | 2.0 | 1.8 | 96.2 | 2.5 | 25.3 | 10.8 | 35.6 | 22.0 |
*** Primary Characterization Data *** |
Pedon ID: 1969-FL009-S05_035 | ( Brevard, Florida ) | Print Date: Nov 21 2024 2:12PM |
Sampled As | : | Canaveral | Aquic Quartzipsamments, coated, hyperthermic. | ||
Florida Environmental Pedology & GIS Soils Laboratory | ; | Pedon No. S05_035 |
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 | ||||||||||||||||||||||
FL0503501 | 0-8 | A | S | 1.50 | ||||||||||||||||||
FL0503502 | 8-38 | Bw1 | S | 0.30 | ||||||||||||||||||
FL0503503 | 38-61 | Bw2 | S | 0.10 | ||||||||||||||||||
FL0503504 | 61-69 | Bw3 | S | 0.10 | ||||||||||||||||||
FL0503505 | 69-81 | Bw4 | S | 0.05 | ||||||||||||||||||
FL0503506 | 81-137 | Bw5 | S | 0.05 | ||||||||||||||||||
FL0503507 | 137-267 | Cg | S | 0.05 |
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 - - -) | (- - - - - - - - % - - - - - - - -) | ||||||||||
FL0503501 | 0-8 | A | S | 6.1 | |||||||||||||
FL0503502 | 8-38 | Bw1 | S | 0.6 | |||||||||||||
FL0503503 | 38-61 | Bw2 | S | 1.1 | |||||||||||||
FL0503504 | 61-69 | Bw3 | S | 0.5 | |||||||||||||
FL0503505 | 69-81 | Bw4 | S | 0.5 | |||||||||||||
FL0503506 | 81-137 | Bw5 | S | 0.6 | |||||||||||||
FL0503507 | 137-267 | Cg | S | 0.7 |
*** Primary Characterization Data *** |
Pedon ID: 1969-FL009-S05_035 | ( Brevard, Florida ) | Print Date: Nov 21 2024 2:12PM |
Sampled As | : | Canaveral | Aquic Quartzipsamments, coated, hyperthermic. | ||
Florida Environmental Pedology & GIS Soils Laboratory | ; | Pedon No. S05_035 |
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 | |||||||||||||
FL0503501 | 0-8 | A | S | 7.9 | 8.2 | |||||||||
FL0503502 | 8-38 | Bw1 | S | 8.1 | 8.2 | |||||||||
FL0503503 | 38-61 | Bw2 | S | 8.3 | 8.1 | |||||||||
FL0503504 | 61-69 | Bw3 | S | 8.4 | 8.3 | |||||||||
FL0503505 | 69-81 | Bw4 | S | 8.4 | 8.3 | |||||||||
FL0503506 | 81-137 | Bw5 | S | 8.4 | 8.1 | |||||||||
FL0503507 | 137-267 | Cg | S | 8.7 | 8.8 |