| *** Supplementary Characterization Data *** |
| Pedon ID: 1989AL131001 | ( Wilcox, Alabama ) | Print Date: Nov 23 2024 7:12AM |
| Sampled as on Oct 23, 1988: | Saffell |
| Revised to correlated on Mar 2, 2009: | Saffell ; Loamy-skeletal, siliceous, semiactive, thermic Typic hapludults |
| State of Alabama | ||||
| SSL | - | Project | 1989USAL131 Auburn University - Wilcox County - Year 89 | Auburn University |
| - | Site ID | 1989AL131001 Lat: 31° 58' 30.00" north Long: 87° 24' 14.00" west MLRA: 133A | Soil Characterization Laboratory | |
| - | Pedon No. | S89AL-131-1 | 209 Funchess Hall | |
| - | General Methods 1B1A, 2A1, 2B | Auburn University, Alabama 36849 | ||
| 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 | ||||||||||||||||||||||||||
| 89131-1-1 | 0-13 | A | S | 63.5 | 29.5 | 7.0 | ||||||||||||||||||||
| 89131-1-2 | 13-28 | E | S | 63.8 | 28.3 | 7.9 | ||||||||||||||||||||
| 89131-1-3 | 28-58 | Bt1 | S | 55.4 | 22.8 | 21.8 | ||||||||||||||||||||
| 89131-1-4 | 58-94 | Bt2 | S | 60.5 | 19.4 | 20.1 | ||||||||||||||||||||
| 89131-1-5 | 94-124 | BC | S | 79.4 | 6.7 | 13.9 | ||||||||||||||||||||
| 89131-1-6 | 124-155 | C1 | S | 83.1 | 3.9 | 13.0 | ||||||||||||||||||||
| 89131-1-7 | 155-203 | C2 | S | 84.9 | 3.2 | 11.9 | ||||||||||||||||||||