*** Supplementary Characterization Data *** |
Pedon ID: 1989-FL013-S07_026 | ( Calhoun, Florida ) | Print Date: Nov 21 2024 12:35PM |
Sampled as : | Duplin ; Aquic Paleudults, fine, kaolinitic, thermic. |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1989-FL013-S07_026 Lat: 30° 22' 0.01" north Long: 85° 3' 60.00" west MLRA: 152A | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S07_026 | 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 | ||||||||||||||||||||||||
FL0702601 | 0-15 | Ap | S | VFSL | 60.5 | 27.7 | 11.6 | 4.6 | ||||||||||||||||||
FL0702602 | 15-30 | Bt1 | S | C | 27.8 | 29.9 | 42.3 | 4.2 | ||||||||||||||||||
FL0702603 | 30-74 | Bt2 | S | C | 25.2 | 27.0 | 47.8 | 4.2 | ||||||||||||||||||
FL0702604 | 74-127 | Bt3 | S | C | 25.0 | 24.9 | 50.1 | 4.2 | ||||||||||||||||||
FL0702605 | 127-203 | Bt4 | S | C | 26.2 | 29.7 | 44.1 | 4.2 |