| *** Supplementary Characterization Data *** |
| Pedon ID: 1973-FL113-S57_024 | ( Santa Rosa, Florida ) | Print Date: Nov 24 2024 1:16AM |
| Sampled as : | Red Bay ; Rhodic Kandiudults, fine-loamy, kaolinitic, thermic. |
| Revised to : |
| State of Florida | ||||
| SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
| - | Site ID | S1973-FL113-S57_024 Lat: 30° 48' 14.85" north Long: 87° 6' 19.63" west MLRA: 133A | Environmental Pedology & GIS Soils Laboratory | |
| - | Pedon No. | S57_024 | 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 | ||||||||||||||||||||||||
| FL5702401 | 0-20 | Ap | S | SL | 69.4 | 15.5 | 15.1 | 4.9 | ||||||||||||||||||
| FL5702402 | 20-36 | Bt1 | S | SCL | 66.7 | 12.9 | 20.4 | 4.7 | ||||||||||||||||||
| FL5702403 | 36-130 | Bt2 | S | SCL | 64.2 | 11.3 | 24.5 | 5.1 | ||||||||||||||||||
| FL5702404 | 130-203 | Bt3 | S | SCL | 72.5 | 7.1 | 20.4 | 5.3 | ||||||||||||||||||