| *** Taxonomy Characterization Data *** |
| Pedon ID: 1987MO005024m | ( Atchison, Missouri ) | Print Date: Nov 12 2024 1:52AM |
| Sampled as on Jun 29, 1987: | Hamburg |
| Revised to correlated: | Hamburg ; Coarse-silty Typic Udorthents |
| State of Missouri | ||||
| SSL | - | Project | MO201002 University of Missouri Project 2 | University of Missouri |
| - | Site ID | 1987MO005024m Lat: 40° 32' 40.00" north Long: 95° 37' 5.01" west MLRA: 107B | College of Engineering | |
| - | Pedon No. | M8700524 | Soil Characterization Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Columbia, Missouri 65211 | ||
| Taxonomy Tier 1 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | |||
| Fine | CaCO3 | 1500 | .1-75 | Bulk | Cole | Vol | Resist | ||||||
| Clay | Clay | Clay | kPa | Clay | mm | Den | Whole | % of | Min | ||||
| Depth | <.002 | <.0002 | <.002 | /Clay | Est | Frac | 33 kPa | Soil | Whole | % | |||
| Layer | (cm) | Horz | Prep | (---------% of <2 mm-------) | (-------- % --------) | g cm-3 | cm cm-1 | ||||||
| 3A1a1a | |||||||||||||
| MU031322 | 25-43 | Bw | S | 12.9 | |||||||||
| MU031323 | 43-61 | C1 | S | 13.5 | |||||||||
| MU031324 | 61-81 | C2 | S | 14.8 | |||||||||
| MU031325 | 81-102 | C3 | S | 14.3 | |||||||||
| Taxonomy Tier 2 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | |||
| pH | pH | Org | Tot | Al+½ Fe | CO3 as | (--- Base Sat ---) | NZ | ECEC | CEC7 | ECEC | Al | ||||||||
| Depth | H2O | NaF | C | C | Oxal | ODOE | CaCO3 | NH4 | Bases | P Ret | cmol(+) | /Clay | /Clay | Sat | E C | ESP | |||
| Layer | (cm) | Horz | Prep | (------------------------------------------ % --------------------------------------------) | kg -1 | % | dS m-1 | % | |||||||||||
| 8C1a | 6A2d | ||||||||||||||||||
| MU031322 | 25-43 | Bw | S | 8.5 | 1.40 | 100* | 1.15 | 1 | |||||||||||
| MU031323 | 43-61 | C1 | S | 8.5 | 1.20 | 100* | 1.12 | 1 | |||||||||||
| MU031324 | 61-81 | C2 | S | 8.5 | 1.10 | 100* | 1.05 | 1 | |||||||||||
| MU031325 | 81-102 | C3 | S | 8.3 | 0.30 | 100* | 1.12 | 1 | |||||||||||