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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:-8 IGS Labs File No:2407-72 <br />Project:FORWARD LANDFILL-EW-3 Sample ID:EW-3-100-105 <br />Project No:30225884.02 Depth, ft:100-105 <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 -0.66 0.0622 1.581 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 -0.32 0.0491 1.248 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 -0.02 0.0400 1.016 <br />0.2500 6.351 -2.67 1/4 0.55 0.24 0.24 25 0.25 0.0332 0.843 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.24 40 0.67 0.0248 0.631 <br />0.1324 3.364 -1.75 6 0.48 0.21 0.45 50 0.93 0.0207 0.525 <br />0.0787 2.000 -1.00 10 3.82 1.66 2.11 60 1.25 0.0166 0.421 <br />0.0557 1.414 -0.50 14 9.82 4.26 6.37 75 2.01 0.0098 0.249 <br />0.0394 1.000 0.00 18 23.23 10.08 16.45 84 3.41 0.0037 0.094 <br />0.0278 0.707 0.50 25 39.85 17.30 33.75 90 4.59 0.0016 0.041 <br />0.0197 0.500 1.00 35 43.51 18.89 52.64 95 2.52 0.0069 0.174 <br />0.0166 0.420 1.25 40 17.00 7.38 60.02 <br />0.0139 0.354 1.50 45 14.85 6.45 66.47 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 19.55 8.49 74.95 Median, phi 0.93 0.93 0.93 <br />0.0070 0.177 2.50 80 8.45 3.67 78.62 Median, in.0.0207 0.0207 0.0207 <br />0.0049 0.125 3.00 120 6.69 2.90 81.52 Median, mm 0.525 0.525 0.525 <br />0.0029 0.074 3.75 200 10.56 4.58 86.11 <br />0.0021 0.053 4.25 270 6.11 2.65 88.76 Mean, phi 0.87 1.69 1.44 <br />0.0015 0.037 4.75 400 4.18 1.81 90.58 Mean, in.0.0215 0.0122 0.0145 <br />PAN 21.71 9.42 100.00 Mean, mm 0.546 0.310 0.369 <br />Sorting 1.840 1.714 1.339 <br />Skewness 0.873 0.444 0.222 <br />Kurtosis 0.246 -0.072 0.741 <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 = 0.772 <br />Cc = 1.135014975 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 1.315 <br />Cu = 0.319939078 <br />D10 = 1.248 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.24 <br />Coarse Sand 10 1.87 <br />Medium Sand 40 57.91 <br />Fine Sand 200 26.09 <br />Silt <200 4.47 <br />Clay Pan 9.42 <br />TOTALS 230.36 100.00 100.00 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 />20 <br />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel