*** Supplementary Characterization Data *** |
Pedon ID: 1978-FL071-S36_021 | ( Lee, Florida ) | Print Date: Dec 17 2024 10:19PM |
Sampled as : | Pomello ; Aquic Arenic Alorthods, sandy, siliceous, hyperthermic. |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1978-FL071-S36_021 Lat: 26° 42' 10.14" north Long: 81° 40' 52.07" west MLRA: 155 | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S36_021 | Department of Soil and Water Science | |
- | General Methods 1B1A, 2A1, 2B | Gainesville, Florida 32611 |
Tier 4 | -76- | -77- | -78- | -79- | -80- | -81- | -82- | -83- | -84- | -85- | -86- | -87- | -88- | -89- | -90- | -91- | -92- | -93- | -94- | -95- | -96- | -97- | -98- | |||
(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -) | Text | PSDA (mm) | pH | Elect. | Part- | |||||||||||||||||||||
(--------------- Whole Soil ---------------) | (------------------- <2 mm Fraction -------------------) | -ure | Sand | Silt | Clay | Ca | Res- | Con- | -icle | |||||||||||||||||
>2 | 75 | 20 | 2- | .05- | < | (------------- Sands -------------) | (--- Silts ---) | Cl | by | 2- | .05- | < | Cl2 | ist. | duct | Den- | ||||||||||
Depth | -20 | -2 | .05 | .002 | .002 | VC | C | M | F | VF | C | F | ay | PSDA | .05 | .002 | .002 | .01M | ohms | dS m-1 | sity | |||||
Layer | (cm) | Horz | Prep | (- % of >2 mm Sand and Silt -) | (------------------% of Sand and Silt -------------) | <2 mm | (---- % of 2 mm ----) | (-------- <2 mm --------) | g cm-3 | |||||||||||||||||
3A1a1a | 3A1a1a | 8C1e | ||||||||||||||||||||||||
FL3602101 | 0-10 | A | S | S | 98.5 | 1.0 | 0.5 | 4.3 | ||||||||||||||||||
FL3602102 | 10-41 | E | S | S | 98.8 | 1.2 | -- | 4.2 | ||||||||||||||||||
FL3602103 | 41-109 | E/Eg | S | S | 98.4 | 1.6 | -- | 4.4 | ||||||||||||||||||
FL3602104 | 109-127 | Bh | S | S | 94.0 | 4.1 | 1.9 | 3.6 | ||||||||||||||||||
FL3602105 | 127-193 | Bw1 | S | S | 97.4 | 1.5 | 1.1 | 4.4 |