| *** Supplementary Characterization Data *** |
| Pedon ID: V1992-VA810-413 | ( Virginia Beach City, Virginia ) | Print Date: Nov 23 2024 6:44PM |
| Sampled as on Sep 25, 2009: | Dragston ; Coarse-loamy, mixed, semiactive, thermic Aeric Endoaquults |
| Revised to : |
| Commonwealth of Virginia | ||||
| SSL | - | Project | VTC201201 Virginia Tech | Virginia Tech |
| - | Site ID | VPI-Drags-16 Lat: 36° 38' 49.58" north Long: 76° 2' 30.32" west MLRA: 153B | Department of Crop & Soil Environmental Sciences | |
| - | Pedon No. | VPI0413 | 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 | ||||||||||||||||||||||||||
| VPI04131 | 0-23 | Ap | S | cosl | 61.0 | 28.0 | 11.0 | |||||||||||||||||||
| VPI04132 | 23-38 | Bt1 | S | cosl | 64.0 | 20.0 | 16.0 | |||||||||||||||||||
| VPI04133 | 38-58 | Bt2 | S | cosl | 73.0 | 16.0 | 11.0 | |||||||||||||||||||
| VPI04134 | 58-79 | Bt3 | S | cosl | 65.0 | 21.0 | 14.0 | |||||||||||||||||||
| VPI04135 | 79-97 | BCt | S | cosl | 70.0 | 19.0 | 11.0 | |||||||||||||||||||
| VPI04136 | 97-140 | C | S | cos | 88.0 | 8.7 | 3.3 | |||||||||||||||||||