*** Supplementary Characterization Data *** |
Pedon ID: 1974-FL099-S50_030 | ( Palm Beach, Florida ) | Print Date: Feb 16 2025 6:39AM |
Sampled as : | Martel ; Umbric Endoaqualfs, fine, smectitic, hyperthermic. |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1974-FL099-S50_030 Lat: 26° 44' 19.33" north Long: 80° 13' 11.70" west MLRA: 156B | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S50_030 | 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 | ||||||||||||||||||||||||
FL5003001 | 0-10 | A1 | S | fsl | 64.0 | 16.4 | 19.6 | 4.0 | ||||||||||||||||||
FL5003002 | 10-41 | A2 | S | FSL | 79.4 | 4.5 | 17.1 | 5.1 | ||||||||||||||||||
FL5003003 | 41-66 | Bg | S | FSL | 82.8 | 2.7 | 14.5 | 5.3 | ||||||||||||||||||
FL5003004 | 66-81 | BtgK1 | S | SC | 55.0 | 9.4 | 35.6 | 7.6 | ||||||||||||||||||
FL5003005 | 81-94 | BtgK2 | S | SC | 48.2 | 9.4 | 37.6 | 7.8 |