*** Supplementary Characterization Data *** |
Pedon ID: 92MT043013 | ( Jefferson, Montana ) | Print Date: Dec 4 2024 2:53AM |
Sampled as on Jun 23, 1992: | Elbeth ; Fine-loamy, mixed Typic Eutroboralfs |
Revised to : |
United States Department of Agriculture | ||||
SSL | - | Project | RP92MT288 WHITEHALL-BUTTE SOIL STUDY | Natural Resources Conservation Service |
- | Site ID | S1992MT043013 Lat: 46° 29' 11.00" north Long: 112° 2' 10.00" west | National Soil Survey Center | |
- | Pedon No. | 92P1069 | 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 | ||||||||||||||||||||||
92P06734 | 0-8 | A | N | lcos | 76.1 | 17.9 | 6.0 | 5.0 | ||||||||||||||||||
92P06735 | 8-18 | E | N | cosl | 75.7 | 18.1 | 6.2 | 4.5 | ||||||||||||||||||
92P06736 | 18-41 | Bt1 | N | cosl | 64.6 | 20.4 | 15.0 | 5.8 | ||||||||||||||||||
92P06737 | 41-76 | Bt2 | N | cosl | 72.0 | 18.6 | 9.4 | 6.3 | ||||||||||||||||||
92P06738 | 76-152 | Crg | N | cos | 86.8 | 9.8 | 3.4 | 6.3 |