*** Supplementary Characterization Data *** |
Pedon ID: S1963MS073002 | ( Lamar, Mississippi ) | Print Date: Nov 23 2024 7:19AM |
Sampled as on Dec 30, 1962: | MYATT |
Revised to : |
United States Department of Agriculture | ||||
SSL | - | Project | NL40001 SSIR SAMPLES | Soil Conservation Service |
- | Site ID | S1963MS073002 Lat: 31° 5' 23.75" north Long: 89° 23' 10.24" west | Beltsville Soil Survey Laboratory | |
- | Pedon No. | 40A4813 | Soil Laboratory | |
- | General Methods 1B1A, 2A1, 2B | Beltsville, Maryland |
Tier 1 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | -20- | -21- | -22- | -23- | -24- | -25- | |||
(- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -) | (- - - - - Cumulative Curve Fractions - - - - -) (<75mm) | ( Atter- ) | ( Gradation ) | |||||||||||||||||||||||||
Percentage Passing Sieve | USDA Less Than Diameters (mm) at | berg | Uni- | Cur- | ||||||||||||||||||||||||
Depth | 3 | 2 | 3/2 | 1 | 3/4 | 3/8 | 4 | 10 | 40 | 200 | 20 | 5 | 2 | 1. | .5 | .25 | .10 | .05 | 60 | 50 | 10 | LL | PI | fmty | vtur | |||
Layer | (cm) | Horz | Prep | (-------------------Inches-------------------) | (---------Number---------) | (------Microns----) | (---------Millimeter----------) | (-----Percentile---) | (----%----) | CU | CC | |||||||||||||||||
40A36539 | 0-15 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 92 | 67 | 45 | 23 | 9 | 100 | 95 | 84 | 70 | 63 | 0.04 | 0.026 | 0.002 | 19.4 | 0.6 | ||
40A36540 | 15-30 | Eg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 92 | 66 | 45 | 24 | 9 | 100 | 95 | 84 | 69 | 62 | 0.04 | 0.026 | 0.002 | 21.2 | 0.6 | ||
40A36541 | 30-46 | Bg1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 94 | 73 | 55 | 33 | 19 | 100 | 96 | 87 | 76 | 70 | 0.03 | 0.015 | 0.001 | 39.7 | 0.9 | ||
40A36542 | 46-74 | Bg21 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 94 | 72 | 55 | 37 | 26 | 100 | 97 | 88 | 75 | 69 | 0.03 | 0.013 | -- | 55.3 | 0.6 | ||
40A36543 | 74-107 | Btg22 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 95 | 77 | 64 | 46 | 34 | 100 | 97 | 90 | 79 | 75 | 0.01 | 0.007 | -- | 38.2 | 0.4 | ||
40A36544 | 107-152 | Btg23 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 91 | 78 | 56 | 41 | 100 | 99 | 96 | 92 | 90 | 0.01 | 0.004 | -- | 18.8 | 0.5 |
Tier 2 | -26- | -27- | -28- | -29- | -30- | -31- | -32- | -33- | -34- | -35- | -36- | -37- | -38- | -39- | -40- | -41- | -42- | -43- | -44- | -45- | -46- | -47- | -48- | -49- | -50- | |||||
(- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - - - - - Weight Per Unit Volume (g cm-3 )- - - - - - - -) | (- - Void - -) | ||||||||||||||||||||||||||||
Whole Soil (mm) | <75 mm Fraction | Whole Soil | <2 mm Fraction | Ratios | ||||||||||||||||||||||||||
>2 | 250 | 250 | 75 | 75 | 20 | 5 | 75 | 75 | 20 | 5 | Soil Sur | Engineering | Soil Survey | Engineering | At 33 kPa | |||||||||||||||
Depth | -UP | -75 | -2 | -20 | -5 | -2 | <2 | -2 | -20 | -5 | -2 | <2 | 33 | Oven | Moist | Satur | 33 | 1500 | Oven | Moist | Satur | Whole | <2 | |||||||
Layer | (cm) | Horz | Prep | (------------------- % of Whole Soil ------------------) | (--------- % of <75 mm ---------) | kPa | -dry | -ated | kPa | kPa | -dry | -ated | Soil | mm | ||||||||||||||||
3B1 | 3B1 | 3B1 | 4A1e | 4A1h | ||||||||||||||||||||||||||
40A36539 | 0-15 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.48 | 1.48 | 1.72 | 1.92 | 1.48 | 1.48 | 1.71 | 1.92 | 0.79 | 0.79 | ||||
40A36540 | 15-30 | Eg | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.70 | 1.72 | 1.94 | 2.06 | 1.70 | 1.72 | 1.94 | 2.06 | 0.56 | 0.56 | ||||
40A36541 | 30-46 | Bg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.70 | 1.74 | 1.97 | 2.06 | 1.70 | 1.74 | 1.97 | 2.06 | 0.56 | 0.56 | ||||
40A36542 | 46-74 | Bg21 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.61 | 1.76 | 1.92 | 2.00 | 1.61 | 1.76 | 1.91 | 2.00 | 0.65 | 0.65 | ||||
40A36543 | 74-107 | Btg22 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.62 | 1.76 | 1.96 | 2.01 | 1.62 | 1.76 | 1.95 | 2.01 | 0.64 | 0.64 | ||||
40A36544 | 107-152 | Btg23 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.52 | 1.78 | 1.93 | 1.95 | 1.52 | 1.78 | 1.93 | 1.95 | 0.74 | 0.74 |
*** Supplementary Characterization Data *** |
Pedon ID: S1963MS073002 | ( Lamar, Mississippi ) | Print Date: Nov 23 2024 7:19AM |
Sampled As | : | MYATT | |||
USDA-SCS-Soil Survey Laboratory | ; | Pedon No. 40A4813 |
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---) | |||||||||||||||
40A36539 | 0-15 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 20 | 30 | 5 | 20 | 24 | 1.07 | 0.56 | 0.16 | 0.16 | ||||||||
40A36540 | 15-30 | Eg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 24 | 34 | 6 | 12 | 24 | 0.49 | 0.41 | 0.17 | 0.17 | ||||||||
40A36541 | 30-46 | Bg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 19 | 33 | 12 | 9 | 27 | 0.40 | 0.38 | 0.15 | 0.15 | ||||||||
40A36542 | 46-74 | Bg21 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 19 | 26 | 16 | 8 | 31 | 0.41 | 0.39 | 0.14 | 0.14 | ||||||||
40A36543 | 74-107 | Btg22 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 15 | 25 | 21 | 5 | 34 | 0.41 | 0.40 | 0.11 | 0.11 | ||||||||
40A36544 | 107-152 | Btg23 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 6 | 28 | 23 | 2 | 41 | 0.44 | 0.40 | 0.16 | 0.16 |
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 | 3A1a1a | 3A1a1a | 3A1a1a | |||||||||||||||||||||||
40A36539 | 0-15 | A | S | 40 | 60 | 9 | tr | 5 | 12 | 16 | 7 | 20 | 40 | 9 | sil | 36.7 | 54.7 | 8.6 | ||||||||
40A36540 | 15-30 | Eg | S | 42 | 58 | 10 | tr | 5 | 12 | 16 | 7 | 19 | 39 | 10 | sil | 37.6 | 53.0 | 9.4 | ||||||||
40A36541 | 30-46 | Bg1 | S | 37 | 63 | 23 | tr | 4 | 11 | 14 | 7 | 19 | 45 | 23 | sil | 29.8 | 51.4 | 18.8 | ||||||||
40A36542 | 46-74 | Bg21 | S | 42 | 58 | 34 | tr | 4 | 11 | 18 | 8 | 18 | 40 | 34 | l | 31.0 | 43.5 | 25.5 | ||||||||
40A36543 | 74-107 | Btg22 | S | 38 | 62 | 52 | tr | 4 | 11 | 16 | 6 | 17 | 45 | 52 | cl | 24.9 | 40.8 | 34.3 | ||||||||
40A36544 | 107-152 | Btg23 | S | 18 | 82 | 69 | tr | 2 | 5 | 7 | 4 | 20 | 62 | 69 | sic | 10.5 | 48.5 | 41.0 |