| *** Primary Characterization Data *** |
| Pedon ID: 90IN143008 | ( Scott, Indiana ) | Print Date: Nov 21 2024 12:56PM |
| Sampled as on Jan 1, 1990: | Wakeland ; Coarse-silty, mixed, nonacid, mesic Aeric Fluvaquent |
| Revised to correlated: | Wakeland ; Coarse-silty, mixed, superactive, nonacid, mesic Aeric Fluvaquents |
| United States Department of Agriculture | ||||
| SSL | - | Project | RP91IN115 SCOTT COUNTY | Natural Resources Conservation Service |
| - | Site ID | S1990IN143008 Lat: 38° 42' 37.00" north Long: 85° 51' 24.00" west MLRA: 114 | National Soil Survey Center | |
| - | Pedon No. | 91P0456 | Soil Survey Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 | ||
| Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
| 91P02612 | Ap | Ap | 0-25 | SIL | SIL | |||
| 91P02613 | C | C | 25-30 | SIL | SIL | |||
| 91P02614 | Cg1 | Cg1 | 30-76 | SIL | SIL | |||
| 91P02615 | Cg2 | Cg2 | 76-117 | SIL | SIL | |||
| 91P02616 | Cg3 | Cg3 | 117-152 | SIL | SIL | |||
| Pedon Calculations | |||
| Calculation Name | Result | Units of Measure | |
| Clay, carbonate free, Weighted Average | 14 | % wt | |
| Weighted Particles, 0.1-75mm, 75 mm Base | 9 | % wt | |
| Volume, >2mm, Weighted Average | 1 | % vol | |
| Clay, total, Weighted Average | 14 | % wt | |
| Weighted averages based on control section: 25-100 cm | |||
| PSDA & Rock Fragments | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | |||
| (- - - - - Total - - - - - -) | (- - Clay - - -) | (- - - - Silt - - - - -) | (- - - - - - - - - - - - Sand - - - - - - - - - - - -) | ( Rock Fragments (mm) ) | |||||||||||||||||
| Lab | Clay | Silt | Sand | Fine | CO3 | Fine | Coarse | VF | F | M | C | VC | (- - - - - - - - Weight - - - - - - - -) | >2 mm | |||||||
| Text- | < | .002 | .05 | < | < | .002 | .02 | .05 | .10 | .25 | .5 | 1 | 2 | 5 | 20 | .1- | wt % | ||||
| Depth | ure | .002 | -.05 | -2 | .0002 | .002 | -.02 | -.05 | -.10 | -.25 | -.50 | -1 | -2 | -5 | -20 | -75 | 75 | whole | |||
| Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - - - - - - - - - - % of <2mm Mineral Soil - - - - - - - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - % of <75mm - - - - - -) | soil | |||||||||||||||
| 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3B1 | 3B1 | 3B1 | ||||||||
| 91P02612 | 0-25 | Ap | S | sil | 11.2 | 75.4 | 13.4 | 43.4 | 32.0 | 6.3 | 3.9 | 1.9 | 0.8 | 0.5 | tr | -- | -- | 7 | |||
| 91P02613 | 25-30 | C | S | sil | 11.4 | 74.3 | 14.3 | 48.0 | 26.3 | 6.6 | 4.2 | 2.1 | 1.1 | 0.3 | 1 | tr | -- | 9 | 1 | ||
| 91P02614 | 30-76 | Cg1 | S | sil | 13.2 | 71.3 | 15.5 | 46.3 | 25.0 | 6.4 | 4.6 | 2.6 | 1.1 | 0.8 | 1 | tr | -- | 10 | 1 | ||
| 91P02615 | 76-117 | Cg2 | S | sil | 15.5 | 71.8 | 12.7 | 46.3 | 25.5 | 5.5 | 3.8 | 2.0 | 1.0 | 0.4 | 1 | -- | -- | 8 | 1 | ||
| 91P02616 | 117-152 | Cg3 | S | sil | 25.2 | 62.5 | 12.3 | 41.8 | 20.7 | 5.0 | 3.3 | 1.8 | 1.3 | 0.9 | 1 | tr | -- | 8 | 1 | ||
| *** Primary Characterization Data *** |
| Pedon ID: 90IN143008 | ( Scott, Indiana ) | Print Date: Nov 21 2024 12:56PM |
| Sampled As | : | Wakeland | Coarse-silty, mixed, nonacid, mesic Aeric Fluvaquent | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 91P0456 | |||
| Bulk Density & Moisture | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | |||
| (Bulk Density) | Cole | (- - - - - - - - - - - Water Content - - - - - - - - - - -) | ( Air Dry-Oven Dry ) | WRD | Aggst | ||||||||||||
| 33 | Oven | Whole | 6 | 10 | 33 | 1500 | 1500 kPa | (- - - - Ratio - - - -) | Whole | Stabl | (- - Ratio/Clay - -) | ||||||
| Depth | kPa | Dry | Soil | kPa | kPa | kPa | kPa | Moist | Corrected | Soil | 2-0.5mm | CEC7 | 1500 kPa | ||||
| Layer | (cm) | Horz | Prep | (- - - g cm-3 - - -) | (- - - - - - - - - - - - pct of < 2mm - - - - - - - - - - - -) | cm3 cm-3 | % | ||||||||||
| 3C2a1a | 3D1 | 8D1 | |||||||||||||||
| 91P02612 | 0-25 | Ap | S | 6.2 | 1.008 | 0.55 | |||||||||||
| 91P02613 | 25-30 | C | S | 5.7 | 1.006 | 0.50 | |||||||||||
| 91P02614 | 30-76 | Cg1 | S | 6.8 | 1.006 | 0.52 | |||||||||||
| 91P02615 | 76-117 | Cg2 | S | 7.9 | 1.008 | 0.51 | |||||||||||
| 91P02616 | 117-152 | Cg3 | S | 12.6 | 1.015 | 0.50 | |||||||||||
| Carbon & Extractions | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | |||
| (- - - - - Total - - - - -) | Est | OC | C/N | (- - - Dith-Cit Ext - - -) | (- - - - - - Ammonium Oxalate Extraction - - - - - -) | (- - - Na Pyro-Phosphate - - -) | ||||||||||||||||
| Depth | C | N | S | OC | (WB) | Ratio | Fe | Al | Mn | Al+½Fe | ODOE | Fe | Al | Si | Mn | C | Fe | Al | Mn | |||
| Layer | (cm) | Horz | Prep | (- - - - - - - - - - % of <2 mm - - - - - - - - - -) | (- - - - - - - - - - - - - - - - - - - % of < 2mm - - - - - - - - - - - - - - - - -) | mg kg-1 | (- - - - - - % of < 2mm - - - - -) | |||||||||||||||
| 6A1c | ||||||||||||||||||||||
| 91P02612 | 0-25 | Ap | S | 0.84 | ||||||||||||||||||
| 91P02613 | 25-30 | C | S | 0.26 | ||||||||||||||||||
| 91P02614 | 30-76 | Cg1 | S | 0.16 | ||||||||||||||||||
| 91P02615 | 76-117 | Cg2 | S | 0.14 | ||||||||||||||||||
| 91P02616 | 117-152 | Cg3 | S | 0.20 | ||||||||||||||||||
| pH & Carbonates | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | |||
| (- - - - - - - - - - - - - - - - - - pH - - - - - - - - - - - - - - - - -) | (- - Carbonate - -) | (- - Gypsum - - -) | ||||||||||||
| CaCl2 | As CaCO3 | As CaSO4*2H2O | Resist | |||||||||||
| Depth | 0.01M | H2O | Sat | <2mm | <20mm | <2mm | <20mm | ohms | ||||||
| Layer | (cm) | Horz | Prep | KCl | 1:2 | 1:1 | Paste | Oxid | NaF | (- - - - - - - - - - - - % - - - - - - - - - - -) | cm-1 | |||
| 4C1a2a | 4C1a2a | |||||||||||||
| 91P02612 | 0-25 | Ap | S | 5.4 | 5.8 | |||||||||
| 91P02613 | 25-30 | C | S | 4.6 | 4.9 | |||||||||
| 91P02614 | 30-76 | Cg1 | S | 4.8 | 5.0 | |||||||||
| 91P02615 | 76-117 | Cg2 | S | 5.7 | 6.3 | |||||||||
| 91P02616 | 117-152 | Cg3 | S | 6.3 | 6.9 | |||||||||