| *** Supplementary Characterization Data *** |
| Pedon ID: 89AL005004-PGM | ( Barbour, Alabama ) | Print Date: May 20 2024 8:17AM |
| Sampled as on Jun 20, 1989: | Angie |
| Revised to correlated on Mar 5, 2009: | Goldsboro ; Aquic Paleudults, fine-loamy, siliceous, semiactive, thermic |
| State of Alabama | ||||
| SSL | - | Project | 1989USAL005 Auburn University - Barbour County - Year 89 | Auburn University |
| - | Site ID | 89AL005004-PGM Lat: 31° 49' 34.02" north Long: 85° 38' 18.01" west | Soil Characterization Laboratory | |
| - | Pedon No. | S89AL-005-4 | 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 | ||||||||||||||||||||||||||
| 89005-4-1 | 0-10 | Ap | S | 73.3 | 19.3 | 7.4 | ||||||||||||||||||||
| 89005-4-2 | 10-36 | E | S | 86.4 | 8.7 | 4.9 | ||||||||||||||||||||
| 89005-4-3 | 36-46 | Bt1 | S | 67.8 | 19.3 | 12.9 | ||||||||||||||||||||
| 89005-4-4 | 46-66 | Bt2 | S | 56.5 | 13.0 | 30.5 | ||||||||||||||||||||
| 89005-4-5 | 66-127 | Bt3 | S | 68.7 | -- | 31.4 | ||||||||||||||||||||
| 89005-4-6 | 127-153 | Btg | S | 61.0 | 10.0 | 29.0 | ||||||||||||||||||||