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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:-1 IGS Labs File No:2407-72 <br />Project:FORWARD LANDFILL-EW-3 Sample ID:EW-3-65.5-70 <br />Project No:30225884.02 Depth, ft:65.5-70 <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 0.19 0.0346 0.878 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 0.59 0.0262 0.666 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 0.87 0.0216 0.547 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 1.22 0.0169 0.430 <br />0.1873 4.757 -2.25 4 0.09 0.04 0.04 40 1.76 0.0116 0.296 <br />0.1324 3.364 -1.75 6 0.34 0.15 0.19 50 2.49 0.0070 0.178 <br />0.0787 2.000 -1.00 10 1.05 0.46 0.65 60 3.92 0.0026 0.066 <br />0.0557 1.414 -0.50 14 1.52 0.67 1.32 75 4.51 0.0017 0.044 <br />0.0394 1.000 0.00 18 4.05 1.78 3.10 84 4.14 0.0022 0.057 <br />0.0278 0.707 0.50 25 11.47 5.05 8.16 90 2.59 0.0066 0.166 <br />0.0197 0.500 1.00 35 24.12 10.62 18.78 95 1.29 0.0161 0.408 <br />0.0166 0.420 1.25 40 16.30 7.18 25.96 <br />0.0139 0.354 1.50 45 18.37 8.09 34.05 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 26.28 11.57 45.62 Median, phi 2.49 2.49 2.49 <br />0.0070 0.177 2.50 80 10.07 4.43 50.06 Median, in.0.0070 0.0070 0.0070 <br />0.0049 0.125 3.00 120 7.22 3.18 53.24 Median, mm 0.178 0.178 0.178 <br />0.0029 0.074 3.75 200 6.76 2.98 56.21 <br />0.0021 0.053 4.25 270 25.76 11.35 67.56 Mean, phi 2.08 2.50 2.50 <br />0.0015 0.037 4.75 400 31.97 14.08 81.64 Mean, in.0.0093 0.0069 0.0070 <br />PAN 41.69 18.36 100.00 Mean, mm 0.237 0.176 0.177 <br />Sorting 3.136 1.635 0.985 <br />Skewness 0.773 0.007 -1.582 <br />Kurtosis 0.387 -0.662 0.137 <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 = 0.386 <br />Cc = 3.371353763 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.708 <br />Cu = 0.093477359 <br />D10 = 0.666 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.04 <br />Coarse Sand 10 0.61 <br />Medium Sand 40 25.31 <br />Fine Sand 200 30.26 <br />Silt <200 25.42 <br />Clay Pan 18.36 <br />TOTALS 227.06 100.00 100.00 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