| *** Supplementary Characterization Data *** |
| Pedon ID: 88NM039009 | ( Rio Arriba, New Mexico ) | Print Date: Nov 21 2024 2:32PM |
| Sampled as on Sep 1, 1988: | Lindrith ; Coarse-loamy, mixed (calcareous), mesic Typic Ustorthent |
| Revised to correlated: | Lindrith ; Coarse-loamy, mixed, superactive, calcareous, mesic Aridic Ustorthents |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP88NM040 JICARILLA APACHE AREA NEW MEXICO | Natural Resources Conservation Service |
| - | Site ID | S1988NM039009 Lat: 36° 23' 14.00" north Long: 107° 18' 45.00" west MLRA: 36A | National Soil Survey Center | |
| - | Pedon No. | 88P0141 | Soil Survey Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 | ||
| 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 | |||||||||||||||||
| 4F1 | 4F | |||||||||||||||||||||||||||
| 88P00773 | 0-5 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 80 | 45 | 32 | 23 | 100 | 100 | 98 | 88 | 67 | 0.04 | 0.025 | 0.001 | 41 | 19 | 68.4 | 0.9 |
| 88P00774 | 5-18 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 77 | 48 | 33 | 23 | 100 | 98 | 94 | 84 | 70 | 0.03 | 0.022 | 0.001 | 43 | 22 | 61.6 | 0.8 |
| 88P00775 | 18-63 | C2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 96 | 85 | 41 | 25 | 18 | 14 | 94 | 89 | 74 | 46 | 33 | 0.16 | 0.112 | 0.001 | >100 | 7.6 | ||
| 88P00776 | 63-114 | C3 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 94 | 40 | 20 | 15 | 11 | 100 | 98 | 84 | 49 | 31 | 0.13 | 0.102 | 0.002 | 21 | 6 | 85.0 | 10.0 |
| 88P00777 | 114-152 | C4 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 89 | 33 | 18 | 13 | 10 | 100 | 94 | 75 | 39 | 25 | 0.17 | 0.132 | 0.002 | 79.0 | 10.8 | ||
| 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 | 4A1d | 4A1h | ||||||||||||||||||||||||||
| 88P00773 | 0-5 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
| 88P00774 | 5-18 | C1 | S | tr | -- | -- | -- | -- | tr | tr | 100 | -- | -- | tr | tr | 100 | 1.08 | 1.22 | 1.39 | 1.67 | 1.08 | 1.18 | 1.22 | 1.39 | 1.67 | 1.45 | 1.45 | |||
| 88P00775 | 18-63 | C2 | S | 4 | -- | -- | 4 | -- | 1 | 3 | 96 | 4 | -- | 1 | 3 | 96 | 1.33 | 1.43 | 1.54 | 1.83 | 1.30 | 1.37 | 1.40 | 1.52 | 1.81 | 0.99 | 1.04 | |||
| 88P00776 | 63-114 | C3 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | tr | 100 | 1.48 | 1.51 | 1.70 | 1.92 | 1.48 | 1.50 | 1.51 | 1.70 | 1.92 | 0.79 | 0.79 | |||
| 88P00777 | 114-152 | C4 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.54 | 1.59 | 1.66 | 1.96 | 1.54 | 1.57 | 1.59 | 1.67 | 1.96 | 0.72 | 0.72 | |||
| *** Supplementary Characterization Data *** |
| Pedon ID: 88NM039009 | ( Rio Arriba, New Mexico ) | Print Date: Nov 21 2024 2:32PM |
| Sampled As | : | Lindrith | Coarse-loamy, mixed (calcareous), mesic Typic Ustorthent | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 88P0141 | |||
| 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---) | |||||||||||||||
| 8D1 | 4C1 | |||||||||||||||||||||||||||
| 88P00773 | 0-5 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 18 | 24 | 13 | 45 | 10 | 0.46 | |||||||||||
| 88P00774 | 5-18 | C1 | S | tr | -- | -- | -- | -- | tr | tr | 100 | 12 | 19 | 9 | 28 | 31 | 13 | 0.51 | 0.180 | 3.0 | 3.0 | 0.19 | 0.19 | |||||
| 88P00775 | 18-63 | C2 | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 31 | 10 | 7 | 29 | 21 | 14 | 0.42 | 0.170 | 1.7 | 1.8 | 0.13 | 0.14 | |||||
| 88P00776 | 63-114 | C3 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 38 | 11 | 6 | 22 | 22 | 0.47 | 0.060 | 0.4 | 0.4 | 0.14 | 0.14 | ||||||
| 88P00777 | 114-152 | C4 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 43 | 9 | 6 | 30 | 12 | 0.45 | 0.110 | 0.6 | 0.6 | 0.06 | 0.06 | ||||||
| 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 | 4C1a2a | 8E1 | 8A3a | ||||||||||||||||||||
| 88P00773 | 0-5 | A | S | 42 | 58 | 30 | 1 | 3 | 12 | 27 | 29 | 28 | 30 | l | 32.6 | 44.3 | 23.1 | 7.6 | 1.90 | |||||||
| 88P00774 | 5-18 | C1 | S | 40 | 60 | 30 | tr | 2 | 5 | 14 | 18 | 28 | 33 | 30 | l | 30.4 | 46.3 | 23.3 | 7.6 | 0.89 | ||||||
| 88P00775 | 18-63 | C2 | S | 5 | 5 | 5 | 73 | 22 | 16 | 3 | 6 | 17 | 34 | 16 | 10 | 13 | 17 | fsl | 65.4 | 20.0 | 14.6 | 7.9 | 1.34 | |||
| 88P00776 | 63-114 | C3 | S | 78 | 22 | 12 | tr | 2 | 15 | 40 | 20 | 12 | 10 | 12 | fsl | 68.9 | 20.0 | 11.1 | 7.9 | 2200 | 0.71 | |||||
| 88P00777 | 114-152 | C4 | S | 83 | 17 | 11 | 1 | 6 | 22 | 39 | 16 | 8 | 9 | 11 | fsl | 74.8 | 15.5 | 9.7 | 7.9 | |||||||