| *** Supplementary Characterization Data *** |
| Pedon ID: V1992-VA810-396 | ( Virginia Beach City, Virginia ) | Print Date: Nov 24 2024 1:09AM |
| Sampled as on Sep 25, 2009: | Bojac ; Coarse-loamy, mixed, semiactive, thermic Typic Hapludults |
| Revised to : |
| Commonwealth of Virginia | ||||
| SSL | - | Project | VTC201201 Virginia Tech | Virginia Tech |
| - | Site ID | VPI-Bojac-34 Lat: 36° 37' 32.32" north Long: 76° 2' 30.32" west MLRA: 153B | Department of Crop & Soil Environmental Sciences | |
| - | Pedon No. | VPI0396 | 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 | ||||||||||||||||||||||||||
| VPI03961 | 0-20 | Ap | S | cosl | 68.0 | 24.0 | 8.0 | |||||||||||||||||||
| VPI03962 | 20-38 | Bt1 | S | cosl | 54.0 | 30.0 | 16.0 | |||||||||||||||||||
| VPI03963 | 38-81 | Bt2 | S | l | 47.0 | 35.0 | 18.0 | |||||||||||||||||||
| VPI03964 | 81-97 | Bt3 | S | cosl | 68.0 | 22.0 | 10.0 | |||||||||||||||||||
| VPI03965 | 97-122 | C1 | S | lcos | 83.0 | 13.0 | 4.0 | |||||||||||||||||||
| VPI03966 | 122-157 | C2 | S | cos | 95.0 | 3.0 | 2.0 | |||||||||||||||||||