*** Supplementary Characterization Data *** |
Pedon ID: 1973-FL099-S50_014 | ( Palm Beach, Florida ) | Print Date: Nov 11 2024 10:33PM |
Sampled as : | Winder ; Typic Glossaqualfs, fine-loamy, siliceous, superactive, hyperthermic. |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1973-FL099-S50_014 Lat: 26° 50' 21.12" north Long: 80° 10' 8.92" west MLRA: 156B | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S50_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 | ||||||||||||||||||||||||
FL5001401 | 0-5 | A | S | lfs | 82.1 | 12.2 | 5.7 | 5.9 | ||||||||||||||||||
FL5001402 | 5-28 | Eg1 | S | FS | 98.2 | 1.1 | 0.7 | 6.1 | ||||||||||||||||||
FL5001403 | 28-41 | Eg2 | S | FS | 93.9 | 2.8 | 3.3 | 6.7 | ||||||||||||||||||
FL5001404 | 41-61 | Btg/Eg | S | FSL | 78.3 | 2.4 | 19.3 | 6.8 | ||||||||||||||||||
FL5001405 | 61-76 | Bg/Eg | S | LFS | 87.2 | 3.8 | 9.0 | 7.6 |