*** Supplementary Characterization Data *** |
Pedon ID: 1988-FL013-S07_005 | ( Calhoun, Florida ) | Print Date: Nov 23 2024 7:20AM |
Sampled as : | Leefield ; Arenic Plinthaquic Paleudults, loamy, siliceous, subactive, thermic. |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1988-FL013-S07_005 Lat: 30° 30' 20.02" north Long: 85° 7' 28.98" west MLRA: 133A | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S07_005 | 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 | ||||||||||||||||||||||||
FL0700501 | 0-30 | Ap | S | LS | 85.7 | 9.3 | 5.0 | 4.7 | ||||||||||||||||||
FL0700502 | 30-53 | Bw1 | S | LS | 85.2 | 11.1 | 3.7 | 5.1 | ||||||||||||||||||
FL0700503 | 53-86 | Bw2 | S | LS | 85.2 | 10.8 | 4.0 | 5.1 | ||||||||||||||||||
FL0700504 | 86-155 | Btv1 | S | SL | 77.4 | 9.4 | 13.2 | 4.3 | ||||||||||||||||||
FL0700505 | 155-203 | Btv2 | S | SL | 76.4 | 6.5 | 17.1 | 4.2 |