| *** Primary Characterization Data *** |
| Pedon ID: 1988MO163043 | ( Pike, Missouri ) | Print Date: Dec 11 2024 3:27PM |
| Sampled as on Jan 23, 2011: | Okaw |
| Revised to : |
| State of Missouri | ||||
| SSL | - | Project | MO201002 University of Missouri Project 2 | University of Missouri |
| - | Site ID | 1988MO163043 Lat: 38° 58' 1.99" north Long: 92° 20' 42.00" west | College of Engineering | |
| - | Pedon No. | M8816343 | Soil Characterization Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Columbia, Missouri 65211 | ||
| Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
| MU033866 | Ap | Ap | 0-25 | SIL | SIL | |||
| MU033867 | E | E | 25-38 | SIL | SIL | |||
| MU033868 | E2 | E2 | 38-51 | SIL | SIL | |||
| MU033869 | BE | BE | 51-58 | SICL | SICL | |||
| MU033870 | Btg1 | Btg1 | 58-79 | SIC | SIC | |||
| MU033871 | Btg2 | Btg2 | 79-91 | SIC | SIC | |||
| MU033872 | Bt3 | Bt3 | 91-112 | SICL | SICL | |||
| MU033873 | 2BC | 2BC | 112-152 | SICL | SIC | |||
| 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 | 3A1a1a | |||||||||||||||
| MU033866 | 0-25 | Ap | S | sil | 14.4 | 79.2 | 6.4 | 45.1 | 34.1 | 1.2 | 1.6 | 1.5 | 1.8 | 0.3 | |||||||
| MU033867 | 25-38 | E | S | sil | 17.5 | 77.1 | 5.4 | 52.0 | 25.1 | 0.7 | 1.0 | 1.0 | 1.8 | 0.9 | |||||||
| MU033868 | 38-51 | E2 | S | sil | 20.1 | 72.2 | 7.7 | 48.9 | 23.3 | 0.7 | 1.2 | 1.2 | 2.7 | 1.9 | |||||||
| MU033869 | 51-58 | BE | S | sicl | 37.7 | 55.7 | 6.6 | 39.0 | 16.7 | 0.9 | 1.4 | 1.3 | 2.2 | 0.8 | |||||||
| MU033870 | 58-79 | Btg1 | S | sic | 46.8 | 50.9 | 2.3 | 24.6 | 26.3 | 0.5 | 0.7 | 0.4 | 0.5 | 0.2 | |||||||
| MU033871 | 79-91 | Btg2 | S | sic | 46.7 | 51.2 | 2.1 | 31.3 | 19.9 | 0.6 | 0.8 | 0.3 | 0.3 | 0.1 | |||||||
| MU033872 | 91-112 | Bt3 | S | sicl | 32.0 | 59.4 | 8.6 | 36.7 | 22.7 | 2.6 | 3.5 | 1.1 | 0.8 | 0.6 | |||||||
| MU033873 | 112-152 | 2BC | S | sic | 40.0 | 57.0 | 3.0 | 35.8 | 21.2 | 0.9 | 1.1 | 0.5 | 0.4 | 0.1 | |||||||
| *** Primary Characterization Data *** |
| Pedon ID: 1988MO163043 | ( Pike, Missouri ) | Print Date: Dec 11 2024 3:27PM |
| Sampled As | : | Okaw | |||
| University of Missouri Soil Characterization Laboratory | ; | Pedon No. M8816343 | |||
| 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 | |||
| 8C1e | 8C1a | |||||||||||||
| MU033866 | 0-25 | Ap | S | 6.5 | 6.8 | |||||||||
| MU033867 | 25-38 | E | S | 4.4 | 5.0 | |||||||||
| MU033868 | 38-51 | E2 | S | 4.3 | 4.9 | |||||||||
| MU033869 | 51-58 | BE | S | 4.3 | 4.8 | |||||||||
| MU033870 | 58-79 | Btg1 | S | 4.4 | 4.9 | |||||||||
| MU033871 | 79-91 | Btg2 | S | 4.5 | 5.1 | |||||||||
| MU033872 | 91-112 | Bt3 | S | 5.3 | 6.0 | |||||||||
| MU033873 | 112-152 | 2BC | S | 4.8 | 5.4 | |||||||||