*** Supplementary Characterization Data *** |
Pedon ID: S1978MN015023(2719) | ( Brown, Minnesota ) | Print Date: Nov 24 2024 1:14AM |
Sampled as on Jul 14, 1978: | Okoboji |
Revised to correlated on Aug 31, 2011: | Okoboji ; Fine-silty, mixed, superactive, mesic Cumulic Endoaquolls |
State of Minnesoota | ||||
SSL | - | Project | MN201201 University of Minnesota | University of Minnesota |
- | Site ID | S1978MN015023(2719) Lat: 44° 22' 52.93" north Long: 94° 41' 41.28" west MLRA: 103 | Department of Soil Science | |
- | Pedon No. | UMN2719 | 568 Borlang Hall, 1991 Upper Buford Cr | |
- | General Methods 1B1A, 2A1, 2B | St. Paul, MN 55108 |
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 | 4C1a2a | |||||||||||||||||||||||||
MN271901 | 0-25 | Ap | S | SICL | 10.8 | 50.0 | 39.2 | 7.1 | ||||||||||||||||||
MN271902 | 25-81 | A1 | S | SICL | 14.0 | 53.1 | 32.9 | 6.8 | ||||||||||||||||||
MN271903 | 81-107 | A2 | S | SICL | 8.8 | 54.6 | 36.6 | 6.7 | ||||||||||||||||||
MN271904 | 107-127 | Bg | S | SICL | 3.6 | 64.1 | 32.3 | 6.9 | ||||||||||||||||||
MN271905 | 127-152 | Cg | S | SICL | 6.8 | 59.9 | 33.3 | 7.2 |