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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:-4 IGS Labs File No:2407-72 <br />Project:FORWARD LANDFILL-EW-3 Sample ID:EW-3-80-84 <br />Project No:30225884.02 Depth, ft:80-84 <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 -1.54 0.1142 2.902 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 -0.71 0.0642 1.630 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 -0.18 0.0445 1.130 <br />0.2500 6.351 -2.67 1/4 4.52 1.71 1.71 25 0.34 0.0310 0.788 <br />0.1873 4.757 -2.25 4 2.84 1.07 2.78 40 1.01 0.0196 0.497 <br />0.1324 3.364 -1.75 6 3.24 1.23 4.01 50 1.40 0.0150 0.380 <br />0.0787 2.000 -1.00 10 9.23 3.49 7.50 60 1.79 0.0114 0.289 <br />0.0557 1.414 -0.50 14 11.22 4.24 11.74 75 2.75 0.0059 0.149 <br />0.0394 1.000 0.00 18 17.41 6.58 18.33 84 3.59 0.0033 0.083 <br />0.0278 0.707 0.50 25 25.64 9.70 28.02 90 4.68 0.0015 0.039 <br />0.0197 0.500 1.00 35 31.20 11.80 39.82 95 2.44 0.0072 0.184 <br />0.0166 0.420 1.25 40 16.12 6.10 45.92 <br />0.0139 0.354 1.50 45 18.41 6.96 52.88 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 32.16 12.16 65.04 Median, phi 1.40 1.40 1.40 <br />0.0070 0.177 2.50 80 18.32 6.93 71.97 Median, in.0.0150 0.0150 0.0150 <br />0.0049 0.125 3.00 120 16.11 6.09 78.06 Median, mm 0.380 0.380 0.380 <br />0.0029 0.074 3.75 200 19.99 7.56 85.62 <br />0.0021 0.053 4.25 270 7.40 2.80 88.42 Mean, phi 1.09 1.71 1.60 <br />0.0015 0.037 4.75 400 4.90 1.85 90.27 Mean, in.0.0184 0.0121 0.0130 <br />PAN 25.72 9.73 100.00 Mean, mm 0.468 0.306 0.329 <br />Sorting 2.301 1.883 1.544 <br />Skewness 0.901 0.164 -0.155 <br />Kurtosis 0.201 0.057 0.678 <br />Grain Size Description Fine sand <br />(ASTM-USCS Scale)(based on Mean from Trask) <br />Coefficient of Curvature, Cc = (D30)2/(D60 x D10) <br />D30 = 0.691 <br />Cc = 1.014925609 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 1.885 <br />Cu = 0.153136671 <br />D10 = 1.630 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 2.78 <br />Coarse Sand 10 4.72 <br />Medium Sand 40 38.42 <br />Fine Sand 200 39.70 <br />Silt <200 4.65 <br />Clay Pan 9.73 <br />TOTALS 264.43 100.00 100.00 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 />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel