*** Primary Characterization Data *** |
Pedon ID: 99AL065003-pgm | ( Hale, Alabama ) | Print Date: Apr 21 2025 4:50AM |
Sampled as on Jul 19, 1999: | Sumter |
Revised to correlated: | Sumter ; Fine-silty, carbonatic, thermic Rendollic eutrudepts |
State of Alabama | ||||
SSL | - | Project | 1999USAL065 Auburn University - Hale County - Year 99 | Auburn University |
- | Site ID | 99AL065003-pgm Lat: 32° 33' 33.00" north Long: 87° 38' 50.00" west MLRA: 135A | Soil Characterization Laboratory | |
- | Pedon No. | S99AL-065-3 | 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 |
99065-3-1 | Ap1 | Ap1 | 0-15 | 9965-3-1 | ||||
99065-3-2 | Ap2 | Ap2 | 15-28 | 9965-3-2 | ||||
99065-3-3 | Bk1 | Bk1 | 28-48 | 9965-3-3 | ||||
99065-3-4 | Bk2 | Bk2 | 48-66 | 9965-3-4 | ||||
99065-3-5 | Cr | Cr | 66-203 | 9965-3-5 |
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 | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | ||||||||||||||||
99065-3-1 | 0-15 | Ap1 | S | 22.2 | 72.3 | 5.5 | 1.3 | 1.2 | 1.0 | 1.5 | 0.5 | ||||||||||
99065-3-2 | 15-28 | Ap2 | S | 24.1 | 70.7 | 5.2 | 1.3 | 1.3 | 1.1 | 0.6 | 0.9 | ||||||||||
99065-3-3 | 28-48 | Bk1 | S | 26.8 | 62.2 | 11.0 | 4.1 | 5.3 | 1.2 | 0.2 | 0.2 | ||||||||||
99065-3-4 | 48-66 | Bk2 | S | 29.0 | 58.2 | 12.8 | 4.4 | 6.5 | 1.3 | 0.2 | 0.4 |
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 | ||||||||||||||
99065-3-1 | 0-15 | Ap1 | S | * | 0.7 | 0.1 | 0.4 | 18.8 | 100 | ||||||||
99065-3-2 | 15-28 | Ap2 | S | * | 0.3 | 0.1 | 0.3 | 17.5 | 100 | ||||||||
99065-3-3 | 28-48 | Bk1 | S | * | 0.2 | 0.1 | 0.2 | 12.7 | 100 | ||||||||
99065-3-4 | 48-66 | Bk2 | S | * | 0.2 | 0.1 | 0.1 | 13.7 | 100 |
*** Primary Characterization Data *** |
Pedon ID: 99AL065003-pgm | ( Hale, Alabama ) | Print Date: Apr 21 2025 4:50AM |
Sampled As | : | Sumter | |||
Auburn University, Soil Characterization Laboratory | ; | Pedon No. S99AL-065-3 |
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 | NK | |||||||||||||
99065-3-1 | 0-15 | Ap1 | S | 7.0 | 7.5 | |||||||||
99065-3-2 | 15-28 | Ap2 | S | 7.1 | 7.7 | |||||||||
99065-3-3 | 28-48 | Bk1 | S | 7.2 | 7.8 | |||||||||
99065-3-4 | 48-66 | Bk2 | S | 7.3 | 7.9 | |||||||||
99065-3-5 | 66-203 | Cr | S | 7.3 | 7.9 |