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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:-7 IGS Labs File No:2407-72 <br />Project:FORWARD LANDFILL-EW-3 Sample ID:EW-3-95-100 <br />Project No:30225884.02 Depth, ft:95-100 <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 -1.21 0.0912 2.316 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 -0.56 0.0580 1.473 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 -0.17 0.0442 1.122 <br />0.2500 6.351 -2.67 1/4 2.10 0.85 0.85 25 0.27 0.0326 0.829 <br />0.1873 4.757 -2.25 4 2.16 0.88 1.73 40 0.86 0.0217 0.552 <br />0.1324 3.364 -1.75 6 3.07 1.25 2.98 50 1.23 0.0167 0.425 <br />0.0787 2.000 -1.00 10 6.94 2.82 5.80 60 1.54 0.0135 0.343 <br />0.0557 1.414 -0.50 14 11.73 4.76 10.56 75 2.01 0.0098 0.248 <br />0.0394 1.000 0.00 18 20.09 8.16 18.72 84 2.63 0.0063 0.161 <br />0.0278 0.707 0.50 25 28.52 11.58 30.30 90 3.51 0.0035 0.088 <br />0.0197 0.500 1.00 35 33.52 13.61 43.92 95 3.91 0.0026 0.066 <br />0.0166 0.420 1.25 40 16.04 6.51 50.43 <br />0.0139 0.354 1.50 45 20.15 8.18 58.61 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 39.87 16.19 74.81 Median, phi 1.23 1.23 1.23 <br />0.0070 0.177 2.50 80 19.47 7.91 82.71 Median, in.0.0167 0.0167 0.0167 <br />0.0049 0.125 3.00 120 11.73 4.76 87.48 Median, mm 0.425 0.425 0.425 <br />0.0029 0.074 3.75 200 9.19 3.73 91.21 <br />0.0021 0.053 4.25 270 3.84 1.56 92.77 Mean, phi 0.89 1.23 1.23 <br />0.0015 0.037 4.75 400 2.86 1.16 93.93 Mean, in.0.0212 0.0167 0.0167 <br />PAN 14.94 6.07 100.00 Mean, mm 0.538 0.425 0.425 <br />Sorting 1.828 1.401 1.477 <br />Skewness 1.066 0.000 0.023 <br />Kurtosis 0.210 0.830 1.207 <br />Grain Size Description Medium sand <br />(ASTM-USCS Scale)(based on Mean from Trask) <br />Coefficient of Curvature, Cc = (D30)2/(D60 x D10) <br />D30 = 0.737 <br />Cc = 1.073458738 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 1.642 <br />Cu = 0.209076333 <br />D10 = 1.473 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 1.73 <br />Coarse Sand 10 4.07 <br />Medium Sand 40 44.63 <br />Fine Sand 200 40.78 <br />Silt <200 2.72 <br />Clay Pan 6.07 <br />TOTALS 246.22 100.00 100.00 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 />2 <br />4 <br />6 <br />8 <br />10 <br />12 <br />14 <br />16 <br />18 <br />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel