*** Supplementary Characterization Data *** |
Pedon ID: 1989-FL045-S23_011 | ( Gulf, Florida ) | Print Date: Nov 23 2024 6:34AM |
Sampled as on Apr 13, 2011: | Mandarin ; Aquic Alaquods, sandy, siliceous, thermic. |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1989-FL045-S23_011 Lat: 29° 44' 33.71" north Long: 85° 15' 55.29" west MLRA: 152A | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S23_011 | 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 | ||||||||||||||||||||||||
FL2301101 | 0-18 | Ap | S | FS | 95.1 | 3.0 | 1.9 | 3.8 | ||||||||||||||||||
FL2301102 | 18-33 | E | S | FS | 97.0 | 2.7 | 0.3 | 4.2 | ||||||||||||||||||
FL2301103 | 33-43 | Bh | S | FS | 91.6 | 5.2 | 3.2 | 4.5 | ||||||||||||||||||
FL2301104 | 43-76 | Bw | S | FS | 99.5 | 2.5 | 2.2 | 4.7 | ||||||||||||||||||
FL2301105 | 76-203 | Bg | S | FS | 99.6 | 0.2 | 0.2 | 5.2 |