| *** Supplementary Characterization Data *** |
| Pedon ID: S1983IA097101 | ( Jackson, Iowa ) | Print Date: Dec 11 2024 3:30PM |
| Sampled as on Oct 3, 1983: | Orion ; Coarse-silty, mixed, superactive, nonacid, mesic Typic Fluvaquents |
| Revised to : |
| State of Iowa | ||||
| SSL | - | Project | IAS201501 Iowa State Univeristy | Iowa State University |
| - | Site ID | S1983IA097101 Lat: 42° 4' 28.01" north Long: 90° 11' 27.91" west MLRA: 105 | Soil Characterization Laboratory | |
| - | Pedon No. | X49-930-3 | 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 | ||||||||||||||||||||||||||
| ISU03323 | 0-23 | Ap | S | sil | 7.2 | 77.5 | 15.3 | |||||||||||||||||||
| ISU03324 | 23-46 | C1 | S | sil | 3.3 | 80.3 | 16.4 | |||||||||||||||||||
| ISU03325 | 46-63 | C2 | S | sil | 9.1 | 76.1 | 14.8 | |||||||||||||||||||
| ISU03326 | 63-91 | C3 | S | sil | 9.4 | 74.0 | 16.6 | |||||||||||||||||||
| ISU03327 | 91-122 | Ab | S | sil | 6.3 | 68.4 | 25.3 | |||||||||||||||||||