| *** Supplementary Characterization Data *** |
| Pedon ID: 1985AL011008 | ( Bullock, Alabama ) | Print Date: Nov 21 2024 1:47PM |
| Sampled as on May 8, 1985: | Riverview |
| Revised to correlated on Mar 3, 2009: | Riverview ; Fine-loamy, mixed, active, thermic Fluventic Dystrudepts |
| State of Alabama | ||||
| SSL | - | Project | 1985USAL011 Auburn University - Bullock County - Year 85 | Auburn University |
| - | Site ID | 1985AL011008 Lat: 32° 11' 33.00" north Long: 85° 52' 32.00" west | Soil Characterization Laboratory | |
| - | Pedon No. | S85AL-011-8 | 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 | ||||||||||||||||||||||||||
| 85011-8-1 | 0-10 | A | S | 60.8 | 19.7 | 19.5 | ||||||||||||||||||||
| 85011-8-2 | 10-61 | Bw1 | S | 56.1 | 19.7 | 24.2 | ||||||||||||||||||||
| 85011-8-3 | 61-71 | Bw2 | S | 45.1 | 23.9 | 31.0 | ||||||||||||||||||||
| 85011-8-4 | 71-94 | Bw3 | S | 30.4 | 26.8 | 42.8 | ||||||||||||||||||||
| 85011-8-5 | 94-147 | Bw4 | S | 50.8 | 19.1 | 30.1 | ||||||||||||||||||||
| 85011-8-6 | 147-178 | C | S | 71.8 | 11.0 | 17.2 | ||||||||||||||||||||