| *** Supplementary Characterization Data *** |
| Pedon ID: 1988-FL123-S62_009 | ( Taylor, Florida ) | Print Date: Nov 11 2024 10:32PM |
| Sampled as : | Chipley ; Aquic Quartzipsamments, coated, thermic |
| Revised to : |
| State of Florida | ||||
| SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
| - | Site ID | S1988-FL123-S62_009 Lat: 29° 54' 4.00" north Long: 83° 24' 29.01" west MLRA: 152A | Environmental Pedology & GIS Soils Laboratory | |
| - | Pedon No. | S62_009 | 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 | ||||||||||||||||||||||||
| FL6200901 | 0-23 | Ap | S | S | 96.5 | 1.6 | 1.9 | 4.5 | ||||||||||||||||||
| FL6200902 | 23-64 | Bw1 | S | S | 95.1 | 2.8 | 2.1 | 4.7 | ||||||||||||||||||
| FL6200903 | 64-122 | Bw2 | S | S | 95.6 | 1.9 | 2.5 | 4.5 | ||||||||||||||||||
| FL6200904 | 122-175 | Bw3 | S | FS | 97.6 | 1.2 | 1.2 | 4.6 | ||||||||||||||||||
| FL6200905 | 175-203 | Cg | S | S | 95.5 | 2.8 | 1.7 | 4.4 | ||||||||||||||||||