*** Taxonomy Characterization Data *** |
Pedon ID: 1992MO209173 | ( Stone, Missouri ) | Print Date: Nov 23 2024 7:13AM |
Sampled as on Jul 10, 1992: | Huntington |
Revised to correlated: | Jamesfin ; Fine-silty, mixed, mesic Dystric Fluventic Eutrochrepts |
State of Missouri | ||||
SSL | - | Project | MO201002 University of Missouri Project 2 | University of Missouri |
- | Site ID | 1992MO209173 Lat: 36° 53' 0.50" north Long: 93° 28' 22.72" west MLRA: 116A | College of Engineering | |
- | Pedon No. | M9220938 | 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 | |||||||||||||
MU046898 | 0-13 | A | S | 22.0 | |||||||||
MU046899 | 13-41 | Bw1 | S | 19.2 | |||||||||
MU046900 | 41-114 | Bw2 | S | 16.9 | |||||||||
MU046901 | 114-152 | Bw3 | S | 16.2 |
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 | ||||||||||||||||||
MU046898 | 0-13 | A | S | 7.5 | 2.40 | 100* | 88 | 0.87 | 1 | ||||||||||
MU046899 | 13-41 | Bw1 | S | 7.6 | 1.30 | 100* | 83 | 0.81 | 1 | ||||||||||
MU046900 | 41-114 | Bw2 | S | 7.8 | 0.90 | 100* | 90 | 0.72 | 1 | ||||||||||
MU046901 | 114-152 | Bw3 | S | 7.9 | 0.90 | 100* | 91 | 0.76 | 1 |