*** Primary Characterization Data *** |
Pedon ID: 84AL109023-pgm | ( Pike, Alabama ) | Print Date: Nov 21 2024 12:04PM |
Sampled as on Jan 9, 1983: | Cowarts |
Revised to correlated: | Cowarts ; Fine-loamy, kaolinitic, thermic Typic kanhapludults |
State of Alabama | ||||
SSL | - | Project | 1984USAL109 Auburn University - Pike County - Year 84 | Auburn University |
- | Site ID | 84AL109023-pgm Lat: 31° 55' 59.02" north Long: 85° 55' 59.01" west | Soil Characterization Laboratory | |
- | Pedon No. | S84AL-109-23 | 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 |
84109-3-1 | Ap | Ap | 0-13 | 8409-3-1 | ||||
84109-3-2 | Bt1 | Bt1 | 13-43 | 8409-3-2 | ||||
84109-3-3 | Bt2 | Bt2 | 43-61 | 8409-3-3 | ||||
84109-3-4 | BC | BC | 61-89 | 8409-3-4 | ||||
84109-3-5 | C | C | 89-152 | 8409-3-5 |
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 | |||||||||||||||||||||
84109-3-1 | 0-13 | Ap | S | 7.3 | 14.1 | 78.6 | |||||||||||||||
84109-3-2 | 13-43 | Bt1 | S | 29.6 | 12.3 | 58.1 | |||||||||||||||
84109-3-3 | 43-61 | Bt2 | S | 35.9 | 8.4 | 55.7 | |||||||||||||||
84109-3-4 | 61-89 | BC | S | 31.9 | 7.1 | 61.0 | |||||||||||||||
84109-3-5 | 89-152 | C | S | 26.8 | 8.1 | 65.1 |
*** Primary Characterization Data *** |
Pedon ID: 84AL109023-pgm | ( Pike, Alabama ) | Print Date: Nov 21 2024 12:04PM |
Sampled As | : | Cowarts | |||
Auburn University, Soil Characterization Laboratory | ; | Pedon No. S84AL-109-23 |
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 | |||||||||||||
84109-3-1 | 0-13 | Ap | S | 0.4 | 0.1 | 0.1 | 2.5 | 3.1 | 19 | ||||||||
84109-3-2 | 13-43 | Bt1 | S | 0.6 | 0.3 | tr | 2.6 | 3.4 | 26 | ||||||||
84109-3-3 | 43-61 | Bt2 | S | 0.5 | 0.3 | tr | 3.8 | 4.6 | 18 | ||||||||
84109-3-4 | 61-89 | BC | S | 0.2 | 0.1 | tr | 3.0 | 3.3 | 9 | ||||||||
84109-3-5 | 89-152 | C | S | 0.2 | 0.1 | tr | 3.2 | 3.5 | 7 |
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 | ||||||||||||||
84109-3-1 | 0-13 | Ap | S | 5.3 | ||||||||||
84109-3-2 | 13-43 | Bt1 | S | 5.2 | ||||||||||
84109-3-3 | 43-61 | Bt2 | S | 5.2 | ||||||||||
84109-3-4 | 61-89 | BC | S | 5.2 | ||||||||||
84109-3-5 | 89-152 | C | S | 5.1 |