| *** Supplementary Characterization Data *** |
| Pedon ID: V1992-VA810-371 | ( Virginia Beach City, Virginia ) | Print Date: Nov 23 2024 5:56PM |
| Sampled as on Sep 29, 2009: | Acredale ; Fine-silty, mixed, active, thermic Typic Endoaqualfs |
| Revised to : |
| Commonwealth of Virginia | ||||
| SSL | - | Project | VTC201201 Virginia Tech | Virginia Tech |
| - | Site ID | VPI-Acred-4 Lat: 36° 49' 10.87" north Long: 75° 59' 56.59" west MLRA: 153B | Department of Crop & Soil Environmental Sciences | |
| - | Pedon No. | VPI0371 | 330 Smyth Hall (0404) | |
| - | General Methods 1B1A, 2A1, 2B | Blacksburg, Virginia 24061 | ||
| 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 | |||||||||||||||||
| hyd1 | ||||||||||||||||||||||||||
| VPI03711 | 0-15 | Ap | S | sil | 31.6 | 51.4 | 17.0 | |||||||||||||||||||
| VPI03712 | 15-36 | Btg1 | S | sicl | 19.6 | 53.4 | 27.0 | |||||||||||||||||||
| VPI03713 | 36-76 | Btg2 | S | cl | 20.4 | 50.6 | 29.0 | |||||||||||||||||||
| VPI03714 | 76-122 | Btg3 | S | c | 29.6 | 29.4 | 41.0 | |||||||||||||||||||
| VPI03715 | 122-165 | BCg | S | sil | 14.4 | 59.6 | 26.0 | |||||||||||||||||||