| *** Supplementary Characterization Data *** |
| Pedon ID: 1998MO223129 | ( Wayne, Missouri ) | Print Date: May 19 2024 11:30PM |
| Sampled as on Oct 20, 1998: | Relfe ; Sandy-skeletal over loamy, siliceous, superactive, mesic Typic Udifluvents |
| Revised to correlated: | Relfe ; Sandy-skeletal over loamy, siliceous, superactive, mesic Typic Udifluvents |
| State of Missouri | ||||
| SSL | - | Project | MO201001 University of Missouri Project 1 | University of Missouri |
| - | Site ID | 1998MO223129 Lat: 37° 2' 18.47" north Long: 90° 16' 30.69" west MLRA: 116A | College of Engineering | |
| - | Pedon No. | M9822350 | Soil Characterization Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Columbia, Missouri 65211 | ||
| Tier 3 | -51- | -52- | -53- | -54- | -55- | -56- | -57- | -58- | -59- | -60- | -61- | -62- | -63- | -64- | -65- | -66- | -67- | -68- | -69- | -70- | -71- | -72- | -73- | -74- | -75- | |||
| (- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -) | C | (- - - - - - - Ratios To Clay - - - - - -) | (- - Linear Extensiblity - -) | (- - WRD - -) | ||||||||||||||||||||||||
| Whole Soil (mm) At 33 kPa | /N | <2 mm Fraction | Whole Soil | <2 mm | Whole | <2 | ||||||||||||||||||||||
| >2 | 250 | 250 | 75 | 75 | 20 | 5 | 2- | .05- | LT | Pores | Rat | Fine | CEC | 1500 | LEP | 33 kPa | to % | Soil | mm | |||||||||
| Depth | -UP | -75 | -2 | -20 | -5 | -2 | <2 | .05 | .002 | .002 | D | F | -io | Clay | Sum | NH4- | kPa | 33 | 1500 | Oven | 1500 | Oven | ||||||
| Layer | (cm) | Horz | Prep | (----------------------------- % of Whole Soil ---------------------------) | Cats | OAC | H2O | kPa | kPa | -dry | kPa | -dry | (---in3/in3---) | |||||||||||||||
| MU020727 | 0-20 | A | S | |||||||||||||||||||||||||
| MU020728 | 20-36 | C1 | S | |||||||||||||||||||||||||
| MU020729 | 36-51 | C2 | S | |||||||||||||||||||||||||
| MU020730 | 36-51 | C2 | S | |||||||||||||||||||||||||
| MU020731 | 74-102 | Ab | S | |||||||||||||||||||||||||
| MU020732 | 102-135 | Bw1 | S | |||||||||||||||||||||||||
| MU020733 | 135-178 | Bw2 | S | |||||||||||||||||||||||||
| MU020734 | 178-203 | Bw3 | S | |||||||||||||||||||||||||
| 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 | |||||||||||||||||
| 3A1a1a | 8C1e | |||||||||||||||||||||||||
| MU020727 | 0-20 | A | S | 2 | 4 | 5 | 10 | 5 | 39 | 36 | 15 | SIL | 22.3 | 64.7 | 13.1 | 5.3 | ||||||||||
| MU020728 | 20-36 | C1 | S | 25 | 31 | 29 | 10 | -- | 2 | 2 | 1 | COS | 94.7 | 3.9 | 1.4 | 5.1 | ||||||||||
| MU020729 | 36-51 | C2 | S | 40 | 25 | 19 | 9 | -- | 3 | 3 | 2 | COS | 91.8 | 6.4 | 1.8 | 5.1 | ||||||||||
| MU020730 | 36-51 | C2 | S | 44 | 33 | 17 | 4 | -- | 1 | 2 | 1 | COS | 95.9 | 2.8 | 1.3 | 5.1 | ||||||||||
| MU020731 | 74-102 | Ab | S | 5 | 7 | 17 | 24 | 4 | 18 | 25 | 10 | L | 51.9 | 39.3 | 8.8 | 4.5 | ||||||||||
| MU020732 | 102-135 | Bw1 | S | 1 | 3 | 12 | 23 | 4 | 25 | 32 | 13 | SIL | 37.4 | 51.0 | 11.6 | 4.8 | ||||||||||
| MU020733 | 135-178 | Bw2 | S | 1 | 2 | 10 | 19 | 4 | 28 | 35 | 13 | SIL | 32.8 | 55.4 | 11.8 | 4.5 | ||||||||||
| MU020734 | 178-203 | Bw3 | S | 3 | 5 | 15 | 25 | 4 | 21 | 26 | 10 | L | 47.4 | 43.1 | 9.5 | 5.1 | ||||||||||