*** Primary Characterization Data *** |
Pedon ID: 86KS027001 | ( Clay, Kansas ) | Print Date: Nov 24 2024 4:23AM |
Sampled as on Sep 29, 1986: | Crete ; Fine, mesic Typic Argiustolls |
Revised to : |
State of Kansas | ||||
SSL | - | Project | KSU201101 Kansas State Data | Kansas State University |
- | Site ID | 86KS027001 Lat: 39° 13' 48.11" north Long: 97° 7' 55.16" west MLRA: 74 | Department of Agronomy | |
- | Pedon No. | 86KS027001 | Throckmorton Plant Sciences Center | |
- | General Methods 1B1A, 2A1, 2B | Manhattan, KS 66506-5501 |
Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
KSUSS0008 | Ap | Ap | 0-20 | SICL | SICL | |||
KSUSS0009 | Bt1 | Bt1 | 20-38 | SIC | SIC | |||
KSUSS0010 | Bt2 | Bt2 | 38-58 | SIC | SIC | |||
KSUSS0011 | BC | BC | 58-81 | SIC | SICL | |||
KSUSS0012 | C | C | 81-122 | SICL | SICL |
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 | |||||||||||||||||||||
KSUSS0008 | 0-20 | Ap | S | sicl | 36.0 | 59.6 | 4.4 | 36.3 | |||||||||||||
KSUSS0009 | 20-38 | Bt1 | S | sic | 46.2 | 51.6 | 2.2 | 27.7 | |||||||||||||
KSUSS0010 | 38-58 | Bt2 | S | sic | 43.9 | 54.6 | 1.5 | 27.1 | |||||||||||||
KSUSS0011 | 58-81 | BC | S | sicl | 37.2 | 60.5 | 2.3 | 29.7 | |||||||||||||
KSUSS0012 | 81-122 | C | S | sicl | 34.3 | 63.6 | 2.1 | 33.1 |
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 - - -) | (- - - - - - - - % - - - - - - - -) | ||||||||||
4B1a1 | 4B1a1 | 4B1a1 | 4B1a1 | 6H2a | |||||||||||||
KSUSS0008 | 0-20 | Ap | S | 12.9 | 1.8 | 0.2 | 5.8 | 20.7 | 9.0 | 29.7 | 70 | ||||||
KSUSS0009 | 20-38 | Bt1 | S | 16.9 | 3.0 | 0.7 | 9.7 | 30.3 | 6.3 | 36.6 | 83 | ||||||
KSUSS0010 | 38-58 | Bt2 | S | 17.3 | 3.0 | 1.1 | 9.7 | 31.1 | 3.7 | 34.8 | 89 |
*** Primary Characterization Data *** |
Pedon ID: 86KS027001 | ( Clay, Kansas ) | Print Date: Nov 24 2024 4:23AM |
Sampled As | : | Crete | Fine, mesic Typic Argiustolls | ||
Kansas State University Soil Characterization Laboratory | ; | Pedon No. 86KS027001 |
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 | |||
8C1a | ||||||||||||||
KSUSS0008 | 0-20 | Ap | S | 5.9 | ||||||||||
KSUSS0009 | 20-38 | Bt1 | S | 7.1 | ||||||||||
KSUSS0010 | 38-58 | Bt2 | S | 7.5 | ||||||||||
KSUSS0011 | 58-81 | BC | S | 8.1 | ||||||||||
KSUSS0012 | 81-122 | C | S | 8.2 |