*** Supplementary Characterization Data *** |
Pedon ID: 1982-FL065-S33_038 | ( Jefferson, Florida ) | Print Date: Nov 23 2024 6:29PM |
Sampled as : | Tooles ; Arenic Albaqualfs, loamy, siliceous, superactive, hyperthermic |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1982-FL065-S33_038 Lat: 30° 13' 43.26" north Long: 84° 1' 9.54" west MLRA: 152A | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S33_038 | 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 | ||||||||||||||||||||||||
FL3303802 | 2-15 | A | S | FS | 92.2 | 4.7 | 3.1 | 3.9 | ||||||||||||||||||
FL3303803 | 15-25 | A/Eg | S | FS | 95.6 | 2.9 | 1.5 | 5.1 | ||||||||||||||||||
FL3303804 | 25-45 | Eg | S | FS | 97.0 | 2.2 | 0.8 | 6.1 | ||||||||||||||||||
FL3303805 | 45-83 | Bw | S | FS | 94.4 | 4.0 | 1.6 | 6.6 | ||||||||||||||||||
FL3303806 | 83-119 | Btg | S | SCL | 68.0 | 5.9 | 26.1 | 7.1 |