*** Supplementary Characterization Data *** |
Pedon ID: 1975-FL063-S32_025 | ( Jackson, Florida ) | Print Date: Nov 21 2024 11:51AM |
Sampled as : | Suggsville ; Chromic Dystruderts, very-fine, smectitic, thermic . |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1975-FL063-S32_025 Lat: 30° 49' 46.78" north Long: 85° 20' 4.35" west MLRA: 133A | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S32_025 | 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 | ||||||||||||||||||||||||
FL3202501 | 0-5 | A | S | SC | 52.0 | 12.9 | 35.1 | 5.3 | ||||||||||||||||||
FL3202502 | 5-13 | Bt | S | C | 40.6 | 12.3 | 47.1 | 4.5 | ||||||||||||||||||
FL3202503 | 13-43 | Btss1 | S | C | 12.6 | 7.8 | 79.6 | 4.3 | ||||||||||||||||||
FL3202504 | 43-71 | Btss2 | S | C | 1.8 | 4.8 | 93.4 | 4.1 | ||||||||||||||||||
FL3202505 | 71-122 | Btss3 | S | C | 5.4 | 5.8 | 88.7 | 4.2 |