| *** Supplementary Characterization Data *** |
| Pedon ID: 1987-FL041-S21_015 | ( Gilchrist, Florida ) | Print Date: Nov 6 2026 8:52AM |
| Sampled as : | Meggett ; Typic Albaqualfs, fine, smectitic, active, thermic. |
| Revised to : |
| State of Florida | ||||
| SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
| - | Site ID | S1987-FL041-S21_015 Lat: 29° 38' 9.28" north Long: 82° 49' 35.37" west MLRA: 138 | Environmental Pedology & GIS Soils Laboratory | |
| - | Pedon No. | S21_015 | 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 | -2 | -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 | ||||||||||||||||||||||||
| FL2101501 | 0-10 | A | S | FS | 91.0 | 6.0 | 3.0 | 4.6 | ||||||||||||||||||
| FL2101502 | 10-28 | Eg | S | FS | 92.1 | 5.0 | 3.0 | 5.0 | ||||||||||||||||||
| FL2101503 | 28-79 | Btg1 | S | SC | 55.2 | 8.2 | 36.6 | 3.9 | ||||||||||||||||||
| FL2101504 | 79-102 | Btg2 | S | SC | 51.8 | 9.8 | 38.4 | 4.2 | ||||||||||||||||||
| FL2101505 | 102-152 | Cg | S | SCL | 51.9 | 19.9 | 28.2 | 6.5 | ||||||||||||||||||
| FL2101506 | 152-203 | Cg | S | SCL | 52.2 | 16.1 | 31.7 | 6.9 | ||||||||||||||||||