| *** Supplementary Characterization Data *** |
| Pedon ID: 1971-FL099-S50_010 | ( Palm Beach, Florida ) | Print Date: Nov 23 2024 7:32AM |
| Sampled as : | Pineda ; Arenic Glossaqualfs, loamy, siliceous, active, hyperthermic. |
| Revised to : |
| State of Florida | ||||
| SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
| - | Site ID | S1971-FL099-S50_010 Lat: 26° 38' 58.11" north Long: 80° 10' 1.61" west MLRA: 155 | Environmental Pedology & GIS Soils Laboratory | |
| - | Pedon No. | S50_010 | 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 | |||||||||||||||||||||||||
| FL5001001 | 0-8 | A | S | s | 96.4 | 1.5 | 2.1 | |||||||||||||||||||
| FL5001002 | 8-36 | Bw1 | S | s | 97.9 | 0.1 | 2.0 | |||||||||||||||||||
| FL5001003 | 36-48 | Bw2 | S | s | 98.8 | 0.2 | 1.0 | |||||||||||||||||||
| FL5001004 | 48-86 | Bw3 | S | s | 98.1 | 0.6 | 1.3 | |||||||||||||||||||
| FL5001005 | 86-112 | Btg/Eg | S | ls | 86.1 | 0.4 | 13.5 | |||||||||||||||||||