| *** Primary Characterization Data *** |
| Pedon ID: 85AL011006-pgm | ( Bullock, Alabama ) | Print Date: Feb 16 2025 5:29AM |
| Sampled as on Jul 8, 1985: | Iuka |
| Revised to correlated: | Iuka ; Coarse-loamy, siliceous, active, acid, thermic Aquic udifluvents |
| State of Alabama | ||||
| SSL | - | Project | 1985USAL011 Auburn University - Bullock County - Year 85 | Auburn University |
| - | Site ID | 85AL011006-pgm Lat: 31° 57' 40.00" north Long: 85° 46' 30.00" west | Soil Characterization Laboratory | |
| - | Pedon No. | S85AL-011-6 | 209 Funchess Hall | |
| - | General Methods 1B1A, 2A1, 2B | Auburn University, Alabama 36849 | ||
| Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
| 85011-6-1 | A | A | 0-8 | 8511-6-1 | ||||
| 85011-6-2 | C1 | C1 | 8-28 | 8511-6-2 | ||||
| 85011-6-3 | C2 | C2 | 28-46 | 8511-6-3 | ||||
| 85011-6-4 | C3 | C3 | 46-76 | 8511-6-4 | ||||
| 85011-6-5 | Cg | Cg | 76-165 | 8511-6-5 | ||||
| PSDA & Rock Fragments | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | |||
| (- - - - - Total - - - - - -) | (- - Clay - - -) | (- - - - Silt - - - - -) | (- - - - - - - - - - - - Sand - - - - - - - - - - - -) | ( Rock Fragments (mm) ) | |||||||||||||||||
| Lab | Clay | Silt | Sand | Fine | CO3 | Fine | Coarse | VF | F | M | C | VC | (- - - - - - - - Weight - - - - - - - -) | >2 mm | |||||||
| Text- | < | .002 | .05 | < | < | .002 | .02 | .05 | .10 | .25 | .5 | 1 | 2 | 5 | 20 | .1- | wt % | ||||
| Depth | ure | .002 | -.05 | -2 | .0002 | .002 | -.02 | -.05 | -.10 | -.25 | -.50 | -1 | -2 | -5 | -20 | -75 | 75 | whole | |||
| Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - - - - - - - - - - % of <2mm Mineral Soil - - - - - - - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - % of <75mm - - - - - -) | soil | |||||||||||||||
| 3A1a1a | |||||||||||||||||||||
| 85011-6-1 | 0-8 | A | S | 21.6 | 22.8 | 55.6 | |||||||||||||||
| 85011-6-2 | 8-28 | C1 | S | 17.9 | 18.7 | 63.4 | |||||||||||||||
| 85011-6-3 | 28-46 | C2 | S | 10.9 | 15.8 | 73.3 | |||||||||||||||
| 85011-6-5 | 76-165 | Cg | S | 2.5 | 3.6 | 93.9 | |||||||||||||||
| CEC & Bases | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | |||
| (- - - - - - NH4OAC Extractable Bases - - - - -) | CEC8 | CEC7 | ECEC | (- - - - Base - - - -) | |||||||||||||
| Sum | Acid- | Extr | KCl | Sum | NH4 | Bases | Al | (- Saturation -) | |||||||||
| Depth | Ca | Mg | Na | K | Bases | ity | Al | Mn | Cats | OAC | +Al | Sat | Sum | NH4OAC | |||
| Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - cmol(+) kg-1 - - - - - - - - - - - - - - - - - - -) | mg kg-1 | (- - - - cmol(+) kg-1 - - -) | (- - - - - - - - % - - - - - - - -) | ||||||||||
| NK | NK | NK | NK | NK | |||||||||||||
| 85011-6-1 | 0-8 | A | S | 5.4 | 0.9 | 0.1 | 6.6 | 13.1 | 49 | ||||||||
| 85011-6-2 | 8-28 | C1 | S | 1.2 | 0.2 | 0.1 | 5.4 | 6.8 | 21 | ||||||||
| 85011-6-3 | 28-46 | C2 | S | 0.7 | 0.1 | tr | 5.6 | 6.4 | 12 | ||||||||
| 85011-6-5 | 76-165 | Cg | S | 0.8 | 0.1 | -- | 1.0 | 1.9 | 49 | ||||||||
| *** Primary Characterization Data *** |
| Pedon ID: 85AL011006-pgm | ( Bullock, Alabama ) | Print Date: Feb 16 2025 5:29AM |
| Sampled As | : | Iuka | |||
| Auburn University, Soil Characterization Laboratory | ; | Pedon No. S85AL-011-6 | |||
| pH & Carbonates | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | |||
| (- - - - - - - - - - - - - - - - - - pH - - - - - - - - - - - - - - - - -) | (- - Carbonate - -) | (- - Gypsum - - -) | ||||||||||||
| CaCl2 | As CaCO3 | As CaSO4*2H2O | Resist | |||||||||||
| Depth | 0.01M | H2O | Sat | <2mm | <20mm | <2mm | <20mm | ohms | ||||||
| Layer | (cm) | Horz | Prep | KCl | 1:2 | 1:1 | Paste | Oxid | NaF | (- - - - - - - - - - - - % - - - - - - - - - - -) | cm-1 | |||
| NK | ||||||||||||||
| 85011-6-1 | 0-8 | A | S | 5.1 | ||||||||||
| 85011-6-2 | 8-28 | C1 | S | 4.9 | ||||||||||
| 85011-6-3 | 28-46 | C2 | S | 4.9 | ||||||||||
| 85011-6-5 | 76-165 | Cg | S | 5.6 | ||||||||||