| *** Supplementary Characterization Data *** |
| Pedon ID: 1982-FL061-S31_006 | ( Indian River, Florida ) | Print Date: Nov 23 2024 5:54PM |
| Sampled as : | Archbold ; Typic Quartzipsamments, hyperthermic, uncoated. |
| Revised to : |
| State of Florida | ||||
| SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
| - | Site ID | S1982-FL061-S31_006 Lat: 27° 45' 13.72" north Long: 80° 27' 0.70" west MLRA: 155 | Environmental Pedology & GIS Soils Laboratory | |
| - | Pedon No. | S31_006 | 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 | ||||||||||||||||||||||||
| FL3100601 | 0-5 | A | S | S | 99.3 | 0.3 | 0.4 | 6.3 | ||||||||||||||||||
| FL3100602 | 5-46 | E1 | S | S | 99.5 | -- | 0.5 | 6.1 | ||||||||||||||||||
| FL3100603 | 46-96 | E1 | S | S | 99.3 | 0.1 | 0.6 | 5.8 | ||||||||||||||||||
| FL3100604 | 96-130 | E2 | S | S | 99.4 | -- | 0.6 | 5.4 | ||||||||||||||||||
| FL3100605 | 130-203 | Eg | S | S | 99.3 | -- | 0.7 | 4.8 | ||||||||||||||||||