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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:-3 IGS Labs File No:2407-72 <br />Project:FORWARD LANDFILL-EW-3 Sample ID:EW-3-75-80 <br />Project No:30225884.02 Depth, ft:75-80 <br />U.S.Sample Incremental Cumulative Cumulative Weight Percent greater than <br />Opening Phi of Sieve Weight Weight,Weight,Weight Phi Particle Size <br />Inches Millimeters Screen No.grams percent percent percent Value Inches Millimeters <br />0.9844 25.002 -4.64 1 0.00 0.00 0.00 5 0.69 0.0244 0.620 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 1.47 0.0142 0.361 <br />0.3740 9.500 -3.25 3/8 1.40 0.57 0.57 16 1.92 0.0104 0.265 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.57 25 2.50 0.0069 0.176 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.57 40 3.41 0.0037 0.094 <br />0.1324 3.364 -1.75 6 0.42 0.17 0.74 50 4.00 0.0025 0.062 <br />0.0787 2.000 -1.00 10 1.25 0.51 1.24 60 4.43 0.0018 0.046 <br />0.0557 1.414 -0.50 14 1.37 0.56 1.80 75 3.81 0.0028 0.071 <br />0.0394 1.000 0.00 18 2.21 0.90 2.69 84 2.44 0.0072 0.184 <br />0.0278 0.707 0.50 25 3.60 1.46 4.15 90 1.53 0.0137 0.347 <br />0.0197 0.500 1.00 35 5.52 2.24 6.39 95 0.76 0.0232 0.589 <br />0.0166 0.420 1.25 40 4.22 1.71 8.10 <br />0.0139 0.354 1.50 45 5.33 2.16 10.26 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 16.98 6.88 17.14 Median, phi 4.00 4.00 4.00 <br />0.0070 0.177 2.50 80 19.25 7.80 24.94 Median, in.0.0025 0.0025 0.0025 <br />0.0049 0.125 3.00 120 22.19 8.99 33.93 Median, mm 0.062 0.062 0.062 <br />0.0029 0.074 3.75 200 27.48 11.13 45.06 <br />0.0021 0.053 4.25 270 24.24 9.82 54.88 Mean, phi 3.01 2.18 2.79 <br />0.0015 0.037 4.75 400 34.53 13.99 68.87 Mean, in.0.0049 0.0087 0.0057 <br />PAN 76.84 31.13 100.00 Mean, mm 0.124 0.221 0.145 <br />Sorting 1.575 0.262 0.142 <br />Skewness 1.793 -6.955 -48.055 <br />Kurtosis 3.849 -0.860 0.023 <br />Grain Size Description Silt <br />(ASTM-USCS Scale)(based on Mean from Trask) <br />Coefficient of Curvature, Cc = (D30)2/(D60 x D10) <br />D30 = 0.149 <br />Cc = 1.327984964 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.413 <br />Cu = 0.112154536 <br />D10 = 0.361 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.57 <br />Coarse Sand 10 0.68 <br />Medium Sand 40 6.85 <br />Fine Sand 200 36.96 <br />Silt <200 23.81 <br />Clay Pan 31.13 <br />TOTALS 246.83 100.00 100.00 Total 100 <br />© IGS L aboratories,L L C .Phone: (713) 316-1800 <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel