*** Andic Soil Properties Data *** |
Pedon ID: 1976IL119002 | ( Madison, Illinois ) | Print Date: Oct 31 2024 6:55PM |
Sampled as on Dec 30, 1975: | Keomah |
Revised to correlated: | Marine ; Fine, smectitic, mesic Aeric Albaqualfs |
State of Illinois | ||||
SSL | - | Project | IL200808 University of Illinois, Soil Characterization Data Book #07 | University of Illinois |
- | Site ID | 1976IL119002 Lat: 38° 4150.59" north Long: 89° 3948.43" west MLRA: 114B | Soil Characterization Laboratory | |
- | Pedon No. | 76IL119002 | Department of Natural Resources and Environmental Science | |
- | General Methods 1B1A, 2A1, 2B | Urbana, Illinois |
Andic Soil Properties Tier 1 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | -20- | -21- | |||
Total | Fine | CaCO3 | CoSi to | Est | .1-75 | Vol >2mm | Bulk | COLE | Al+½Fe | Al+½Fe | ||||||||||||||
Clay | Clay | Clay | VCoS | Clay | Fraction | % of | (- - - - 1500 kPa - - - -) | Density | Whole | (- - - - - - - - - - Glass Content - - - - - - - - - -) | *15.625 | *60.0 | ||||||||||||
Depth | <.002 | <.0002 | <.002 | .02 - 2 | Content | Whole Soil | air-dry | field moist | /Clay | 33 kPa | Soil | csi | vfs | fs | ms | cs | vcs | Wt Avg | +Glass | +Glass | ||||
Layer | (cm) | Horz | Prep | (- - - - - - - - - - - % of <2 mm - - - - - - - - -) | % of <75 mm | (- - - - - - - - % - - - - - - -) | g cm-3 | cm cm-1 | (- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -) | |||||||||||||||
3A1a1a | 3A1a1a | |||||||||||||||||||||||
IL24514 | 0-23 | Ap | S | 9.0 | 3.0 | |||||||||||||||||||
IL24515 | 23-43 | A2 | S | 13.0 | 3.0 | |||||||||||||||||||
IL24516 | 43-64 | B21t | S | 42.0 | 28.0 | |||||||||||||||||||
IL24517 | 64-86 | B22t | S | 37.0 | 27.0 | |||||||||||||||||||
IL24518 | 86-107 | B23t | S | 34.0 | 22.0 | |||||||||||||||||||
IL24519 | 107-132 | B31t | S | 28.0 | 18.0 | |||||||||||||||||||
IL24520 | 132-168 | B32t | S | 22.0 | 15.0 | |||||||||||||||||||
IL24521 | 168-198 | C | S | 17.0 | 10.0 |