| *** Primary Characterization Data *** |
| Pedon ID: 1993MO153013H | ( Ozark, Missouri ) | Print Date: Nov 23 2024 4:25PM |
| Sampled as on Sep 27, 1993: | Moko ; Loamy-skeletal, mixed, superactive, mesic Lithic Hapludolls |
| Revised to correlated: | Knobby ; Loamy-skeletal, mixed, mesic Lithic Hapludolls |
| State of Missouri | ||||
| SSL | - | Project | MO201002 University of Missouri Project 2 | University of Missouri |
| - | Site ID | 1993MO153013H Lat: 36° 32' 19.90" north Long: 92° 41' 4.83" west MLRA: 116A | College of Engineering | |
| - | Pedon No. | M9315334 | Soil Characterization Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Columbia, Missouri 65211 | ||
| Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
| MU048565 | A1 | A1 | 0-18 | GRV-L | L | |||
| MU048566 | A2 | A2 | 18-33 | GRX-COSL | COSL | |||
| 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 | |||||||||||||||
| MU048565 | 0-18 | A1 | S | l | 18.3 | 41.6 | 40.1 | 24.9 | 16.7 | 2.9 | 9.8 | 7.8 | 10.7 | 8.9 | |||||||
| MU048566 | 18-33 | A2 | S | cosl | 13.0 | 26.2 | 60.8 | 15.3 | 10.9 | 3.5 | 8.0 | 5.7 | 11.8 | 31.8 | |||||||