| *** Supplementary Characterization Data *** |
| Pedon ID: S1962IA065054 | ( Fayette, Iowa ) | Print Date: Nov 12 2024 7:09AM |
| Sampled as on Oct 5, 2014: | Festina ; Fine-silty, mixed, superactive, mesic Mollic Hapludalfs |
| Revised to correlated on Oct 5, 2014: | Festina ; Fine-silty, mixed, superactive, mesic Mollic Hapludalfs |
| State of Iowa | ||||
| SSL | - | Project | IAS201501 Iowa State Univeristy | Iowa State University |
| - | Site ID | S1962IA065054 Lat: 43° 0' 42.19" north Long: 91° 44' 38.42" west MLRA: 105 | Soil Characterization Laboratory | |
| - | Pedon No. | X978W-1-1 | Iowa State University Soil Characterization Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Ames, Iowa 50011-1010 | ||
| 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 | |||||||||||||||||
| 3A1 | ||||||||||||||||||||||||||
| ISU03857 | 43-61 | B21 | S | sil | 5.0 | 74.0 | 21.0 | |||||||||||||||||||
| ISU03858 | 61-89 | B22 | S | sil | 6.0 | 71.0 | 23.0 | |||||||||||||||||||
| ISU03859 | 89-117 | B23 | S | sicl | 2.0 | 66.0 | 32.0 | |||||||||||||||||||
| ISU03860 | 117-147 | B24 | S | sicl | 1.0 | 68.0 | 31.0 | |||||||||||||||||||