| *** Supplementary Characterization Data *** |
| Pedon ID: 1974-FL127-S64_015 | ( Volusia, Florida ) | Print Date: Jun 8 2024 11:35PM |
| Sampled as : | Daytona ; Arenic Alorthods, sandy, siliceous, hyperthermic. |
| Revised to correlated on Mar 4, 2017: | Daytona ; Sandy, siliceous, hyperthermic Arenic Alorthods |
| State of Florida | ||||
| SSL | - | Project | FL201101 University of Florida Project 1 | University of Florida |
| - | Site ID | S1974FL127015 Lat: 29° 2' 25.02" north Long: 81° 15' 2.75" west MLRA: 155 | Environmental Pedology & GIS Soils Laboratory | |
| - | Pedon No. | S64_015 | 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 | ||||||||||||||||||||||||
| FL6401501 | 0-13 | A | S | S | 95.8 | 2.4 | 1.7 | 3.5 | ||||||||||||||||||
| FL6401502 | 13-53 | E | S | S | 98.3 | 1.0 | 0.7 | 4.3 | ||||||||||||||||||
| FL6401503 | 53-91 | E | S | S | 97.3 | 1.3 | 1.3 | 5.3 | ||||||||||||||||||
| FL6401504 | 91-96 | Bh | S | S | 92.8 | 2.7 | 4.5 | 3.6 | ||||||||||||||||||
| FL6401505 | 96-119 | Bw/Bh | S | S | 94.9 | 2.1 | 3.0 | 4.0 | ||||||||||||||||||
| FL6401506 | 119-203 | Eg | S | S | 97.1 | 1.4 | 1.5 | 4.9 | ||||||||||||||||||