*** Supplementary Characterization Data *** |
Pedon ID: 1975-FL063-S32_031 | ( Jackson, Florida ) | Print Date: Feb 5 2025 11:28AM |
Sampled as : | Duplin ; AQUIC PALEUDULTS, FINE, KAOLINITIC, THERMIC |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1975-FL063-S32_031 Lat: 30° 56' 10.72" north Long: 85° 29' 8.94" west MLRA: 133A | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S32_031 | 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 | ||||||||||||||||||||||||
FL3203101 | 0-23 | Ap | S | FSL | 70.2 | 17.8 | 12.0 | 4.9 | ||||||||||||||||||
FL3203102 | 23-43 | Bt1 | S | SCL | 62.3 | 13.3 | 24.4 | 5.5 | ||||||||||||||||||
FL3203103 | 43-58 | Bt2 | S | C | 44.5 | 10.3 | 45.2 | 4.5 | ||||||||||||||||||
FL3203104 | 58-117 | Btg1 | S | C | 42.3 | 6.5 | 51.2 | 4.2 | ||||||||||||||||||
FL3203105 | 117-162 | Btg2 | S | C | 39.7 | 9.1 | 51.2 | 4.3 |