*** Supplementary Characterization Data *** |
Pedon ID: 1977-FL085-S43_019 | ( Martin, Florida ) | Print Date: Nov 21 2024 2:15PM |
Sampled as : | Winder ; Typic Glossaqualfs, fine-loamy, siliceous, superactive, hyperthermic. |
Revised to : |
State of Florida | ||||
SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
- | Site ID | S1977-FL085-S43_019 Lat: 27° 7' 42.06" north Long: 80° 29' 11.41" west MLRA: 156B | Environmental Pedology & GIS Soils Laboratory | |
- | Pedon No. | S43_019 | 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 | ||||||||||||||||||||||||
FL4301901 | 0-18 | Ap | S | S | 97.7 | 1.2 | 1.1 | 4.8 | ||||||||||||||||||
FL4301902 | 18-38 | Eg | S | S | 93.5 | 2.2 | 4.3 | 7.5 | ||||||||||||||||||
FL4301903 | 38-66 | Btg/Eg | S | SCL | 74.6 | 4.9 | 20.5 | 7.8 | ||||||||||||||||||
FL4301904 | 66-107 | Btgk | S | SCL | 53.3 | 21.3 | 25.4 | 7.8 | ||||||||||||||||||
FL4301905 | 107-157 | Cg | S | LS | 83.7 | 5.5 | 10.8 | 7.8 |