| *** Supplementary Characterization Data *** |
| Pedon ID: S1983FL051014 | ( Hendry, Florida ) | Print Date: Feb 16 2025 5:23AM |
| Sampled as : | Oldsmar ; Alfic Arenic Alaquods, sandy, siliceous, hyperthermic |
| Revised to correlated on Feb 21, 2016: | Oldsmar ; Sandy, siliceous, hyperthermic Alfic Arenic Alaquods |
| State of Florida | ||||
| SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
| - | Site ID | S1983FL051014 Lat: 26° 43' 52.13" north Long: 81° 30' 33.76" west MLRA: 155 | Environmental Pedology & GIS Soils Laboratory | |
| - | Pedon No. | S26_014 | 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 | ||||||||||||||||||||||||
| FL2601401 | 0-25 | Ap | S | S | 98.4 | 0.6 | 1.0 | 5.2 | ||||||||||||||||||
| FL2601402 | 25-96 | Eg | S | S | 98.8 | 0.7 | 0.5 | 5.2 | ||||||||||||||||||
| FL2601403 | 96-119 | Bh1 | S | S | 89.3 | 2.9 | 7.8 | 4.8 | ||||||||||||||||||
| FL2601404 | 119-147 | Bh2 | S | S | 90.0 | 3.2 | 6.8 | 4.7 | ||||||||||||||||||
| FL2601405 | 147-183 | Bw | S | S | 94.8 | 1.8 | 4.1 | 5.0 | ||||||||||||||||||
| FL2601406 | 183-203 | Btg | S | SCL | 70.9 | 4.3 | 24.8 | 6.9 | ||||||||||||||||||