*** Supplementary Characterization Data *** |
Pedon ID: 1983MO079015m | ( Grundy, Missouri ) | Print Date: Nov 21 2024 1:23PM |
Sampled as on Apr 16, 2003: | Zook |
Revised to correlated on Apr 10, 2012: | Zook ; Fine, smectitic, nonacid, mesic Cumulic Vertic Endoaquolls |
State of Missouri | ||||
SSL | - | Project | MO201002 University of Missouri Project 2 | University of Missouri |
- | Site ID | 1983MO079015m Lat: 40° 12' 25.00" north Long: 93° 44' 42.01" west MLRA: 109 | College of Engineering | |
- | Pedon No. | M8307915 | Soil Characterization Laboratory | |
- | General Methods 1B1A, 2A1, 2B | Columbia, Missouri 65211 |
Tier 4 | -76- | -77- | -78- | -79- | -80- | -81- | -82- | -83- | -84- | -85- | -86- | -87- | -88- | -89- | -90- | -91- | -92- | -93- | -94- | -95- | -96- | -97- | -98- | |||
(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -) | Text | PSDA (mm) | pH | Elect. | Part- | |||||||||||||||||||||
(--------------- Whole Soil ---------------) | (------------------- <2 mm Fraction -------------------) | -ure | Sand | Silt | Clay | Ca | Res- | Con- | -icle | |||||||||||||||||
>2 | 75 | 20 | 2- | .05- | < | (------------- Sands -------------) | (--- Silts ---) | Cl | by | 2- | .05- | < | Cl2 | ist. | duct | Den- | ||||||||||
Depth | -20 | -2 | .05 | .002 | .002 | VC | C | M | F | VF | C | F | ay | PSDA | .05 | .002 | .002 | .01M | ohms | dS m-1 | sity | |||||
Layer | (cm) | Horz | Prep | (- % of >2 mm Sand and Silt -) | (------------------% of Sand and Silt -------------) | <2 mm | (---- % of 2 mm ----) | (-------- <2 mm --------) | g cm-3 | |||||||||||||||||
3A1a1a | 8C1e | |||||||||||||||||||||||||
MU030772 | 0-20 | Ap | S | sicl | 5.2 | 56.3 | 38.5 | 5.5 | ||||||||||||||||||
MU030773 | 20-38 | A1 | S | sic | 4.1 | 53.6 | 42.3 | 5.1 | ||||||||||||||||||
MU030774 | 38-71 | A2 | S | sic | 4.0 | 48.5 | 47.5 | 5.1 | ||||||||||||||||||
MU030775 | 71-89 | A3 | S | sic | 6.0 | 46.0 | 48.0 | 5.3 | ||||||||||||||||||
MU030776 | 89-140 | Bg | S | sic | 5.9 | 46.4 | 47.7 | 5.7 |