*** Taxonomy Characterization Data *** |
Pedon ID: 1989MO197008 | ( Schuyler, Missouri ) | Print Date: Nov 12 2024 1:39AM |
Sampled as on Jan 23, 2011: | Gara |
Revised to : |
State of Missouri | ||||
SSL | - | Project | MO201002 University of Missouri Project 2 | University of Missouri |
- | Site ID | 1989MO197008 Lat: 39° 54' 58.49" north Long: 93° 58' 58.52" west | College of Engineering | |
- | Pedon No. | M8919708 | 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 | |||||||||||||
MU036279 | 0-15 | Ap | S | 25.8 | |||||||||
MU036280 | 15-41 | Bt1 | S | 33.5 | |||||||||
MU036281 | 41-71 | Bt2 | S | 29.9 | |||||||||
MU036282 | 71-107 | Bt3 | S | 27.9 | |||||||||
MU036283 | 107-152 | Bk | S | 26.6 |
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 | ||||||||||||||||||
MU036279 | 0-15 | Ap | S | 6.2 | 2.10 | 86 | 75 | 0.81 | tr | ||||||||||
MU036280 | 15-41 | Bt1 | S | 5.8 | 0.60 | 79 | 71 | 0.63 | tr | ||||||||||
MU036281 | 41-71 | Bt2 | S | 5.3 | 0.30 | 74 | 69 | 0.63 | 1 | ||||||||||
MU036282 | 71-107 | Bt3 | S | 6.0 | 0.20 | 83 | 79 | 0.63 | 1 | ||||||||||
MU036283 | 107-152 | Bk | S | 7.6 | 0.20 | 100* | 98 | 0.58 | 1 |