*** Supplementary Characterization Data *** |
Pedon ID: 90NE155016 | ( Saunders, Nebraska ) | Print Date: Oct 31 2024 6:03PM |
Sampled as on Apr 1, 1990: | Mayberry ; Fine, montmorillonitic, mesic Aquic Argiudoll |
Revised to correlated on Jul 9, 2007: | Malmo ; Fine-loamy, mixed, mesic Aquertic Hapludalfs |
United States Department of Agriculture | ||||
SSL | - | Project | RP90NE178 SAUNDERS COUNTY | Natural Resources Conservation Service |
- | Site ID | 90NE155016 Lat: 41° 10' 20.00" north Long: 96° 45' 48.01" west MLRA: 106 | National Soil Survey Center | |
- | Pedon No. | 90P0674 | Soil Survey Laboratory | |
- | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 |
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 | 3A1a1a | 3A1a1a | 3A1a1a | 4C1a2a | ||||||||||||||||||||||
90P03983 | 0-15 | Ap | N | sicl | 8.4 | 57.0 | 34.6 | 6.3 | ||||||||||||||||||
90P03984 | 15-41 | Bt1 | N | sicl | 12.3 | 55.1 | 32.6 | 6.4 | ||||||||||||||||||
90P03985 | 41-71 | Bt2 | N | sicl | 17.0 | 43.8 | 39.2 | 5.6 | ||||||||||||||||||
90P03986 | 71-102 | Bt3 | N | c | 20.9 | 36.5 | 42.6 | 6.4 |