*** Supplementary Characterization Data *** |
Pedon ID: 1989-FL013-S07_020 | ( Calhoun, Florida ) | Print Date: Nov 24 2024 7:13AM |
Sampled as : | Dunbar ; Aeric Albaqualfs, fine, kaolinitic, thermic. |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1989-FL013-S07_020 Lat: 30° 20' 40.99" north Long: 85° 4' 50.01" west MLRA: 152A | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S07_020 | 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 | ||||||||||||||||||||||||
FL0702001 | 0-15 | Ap | S | FSL | 63.8 | 22.5 | 13.7 | 3.9 | ||||||||||||||||||
FL0702002 | 15-36 | Bt | S | CL | 36.8 | 23.6 | 39.6 | 3.9 | ||||||||||||||||||
FL0702003 | 36-91 | Btg1 | S | C | 21.2 | 30.6 | 48.2 | 3.9 | ||||||||||||||||||
FL0702004 | 91-147 | Btg2 | S | C | 19.6 | 34.0 | 46.4 | 3.8 | ||||||||||||||||||
FL0702005 | 147-203 | Btg2 | S | C | 19.4 | 33.2 | 47.4 | 3.8 |