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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:-5 IGS Labs File No:2407-72 <br />Project:FORWARD LANDFILL-EW-3 Sample ID:EW-3-84-90 <br />Project No:30225884.02 Depth, ft:84-90 <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 0.03 0.0385 0.979 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 0.72 0.0239 0.608 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 1.42 0.0147 0.373 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 2.71 0.0060 0.152 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 4.05 0.0024 0.060 <br />0.1324 3.364 -1.75 6 0.67 0.27 0.27 50 4.44 0.0018 0.046 <br />0.0787 2.000 -1.00 10 2.46 0.98 1.25 60 4.66 0.0016 0.040 <br />0.0557 1.414 -0.50 14 2.94 1.17 2.42 75 2.91 0.0052 0.133 <br />0.0394 1.000 0.00 18 5.92 2.36 4.79 84 1.86 0.0108 0.275 <br />0.0278 0.707 0.50 25 8.74 3.49 8.28 90 1.16 0.0176 0.446 <br />0.0197 0.500 1.00 35 9.94 3.97 12.24 95 0.58 0.0263 0.668 <br />0.0166 0.420 1.25 40 5.49 2.19 14.44 <br />0.0139 0.354 1.50 45 5.67 2.26 16.70 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 11.86 4.73 21.43 Median, phi 4.44 4.44 4.44 <br />0.0070 0.177 2.50 80 6.27 2.50 23.94 Median, in.0.0018 0.0018 0.0018 <br />0.0049 0.125 3.00 120 6.22 2.48 26.42 Median, mm 0.046 0.046 0.046 <br />0.0029 0.074 3.75 200 17.28 6.90 33.32 <br />0.0021 0.053 4.25 270 27.51 10.98 44.30 Mean, phi 2.81 1.64 2.58 <br />0.0015 0.037 4.75 400 37.38 14.92 59.22 Mean, in.0.0056 0.0126 0.0066 <br />PAN 102.15 40.78 100.00 Mean, mm 0.143 0.320 0.168 <br />Sorting 1.071 0.220 0.194 <br />Skewness 3.091 -12.691 -13.838 <br />Kurtosis 0.060 0.252 1.143 <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 = 0.122 <br />Cc = 0.615164248 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.682 <br />Cu = 0.057992529 <br />D10 = 0.608 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 1.25 <br />Medium Sand 40 13.19 <br />Fine Sand 200 18.88 <br />Silt <200 25.90 <br />Clay Pan 40.78 <br />TOTALS 250.50 100.00 100.00 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 />40 <br />45 <br />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel