*** Supplementary Characterization Data *** |
Pedon ID: S1992MI103001 | ( Marquette, Michigan ) | Print Date: Nov 24 2024 11:05PM |
Sampled as : | Keewaydin ; Coarse-loamy over sandy or sandy-skeletal, mixed, frigid Entic Haplorthod |
Revised to correlated: | Keewaydin ; Coarse-loamy over sandy or sandy-skeletal, mixed Entic Haplorthods |
United States Department of Agriculture | ||||
SSL | - | Project | RP92MI134 MARQUETTE COUNTY | Natural Resources Conservation Service |
- | Site ID | S1992MI103001 Lat: 46° 34' 20.99" north Long: 88° 4' 6.01" west | National Soil Survey Center | |
- | Pedon No. | 92P0551 | 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 | ||||||||||||||||||||||
92P03212 | 0-5 | E | N | fsl | 59.3 | 36.6 | 4.1 | 3.7 | ||||||||||||||||||
92P03213 | 5-20 | Bs1 | N | fsl | 50.5 | 46.1 | 3.4 | 4.4 | ||||||||||||||||||
92P03214 | 20-46 | Bs2 | N | fsl | 65.4 | 32.7 | 1.9 | 4.6 | ||||||||||||||||||
92P03215 | 46-74 | 2BC | N | ls | 84.2 | 14.3 | 1.5 | 4.9 | ||||||||||||||||||
92P03216 | 74-203 | 2C | N | s | 88.4 | 9.7 | 1.9 | 4.9 |