| *** Taxonomy Characterization Data *** |
| Pedon ID: 1987MO121018 | ( Macon, Missouri ) | Print Date: Nov 21 2024 1:31PM |
| Sampled as on Jan 23, 2011: | Zook |
| Revised to : |
| State of Missouri | ||||
| SSL | - | Project | MO201002 University of Missouri Project 2 | University of Missouri |
| - | Site ID | 1987MO121018 Lat: 38° 58' 1.99" north Long: 92° 20' 42.00" west | College of Engineering | |
| - | Pedon No. | M8712118 | 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 | |||||||||||||
| MU031761 | 0-18 | Ap | S | 26.2 | |||||||||
| MU031762 | 18-66 | A | S | 27.5 | |||||||||
| MU031763 | 66-84 | Bg1 | S | 36.1 | |||||||||
| MU031764 | 84-107 | Bg2 | S | 41.0 | |||||||||
| MU031765 | 107-152 | C | S | 40.4 | |||||||||
| 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 | ||||||||||||||||||
| MU031761 | 0-18 | Ap | S | 5.8 | 3.20 | 65 | |||||||||||||
| MU031762 | 18-66 | A | S | 5.5 | 2.30 | 62 | |||||||||||||
| MU031763 | 66-84 | Bg1 | S | 5.3 | 1.10 | 67 | |||||||||||||
| MU031764 | 84-107 | Bg2 | S | 5.2 | 0.90 | 73 | |||||||||||||
| MU031765 | 107-152 | C | S | 5.9 | 2.00 | 84 | |||||||||||||