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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:-10 IGS Labs File No:2407-72 <br />Project:FORWARD LANDFILL-EW-3 Sample ID:EW-3-109-115 <br />Project No:30225884.02 Depth, ft:109-115 <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 0.50 0.0279 0.708 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 0.73 0.0237 0.601 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 1.01 0.0195 0.496 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 1.30 0.0159 0.405 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 1.79 0.0114 0.289 <br />0.1324 3.364 -1.75 6 0.07 0.03 0.03 50 2.19 0.0087 0.220 <br />0.0787 2.000 -1.00 10 0.09 0.04 0.06 60 2.72 0.0060 0.152 <br />0.0557 1.414 -0.50 14 0.49 0.19 0.26 75 3.75 0.0029 0.075 <br />0.0394 1.000 0.00 18 1.84 0.73 0.99 84 4.23 0.0021 0.053 <br />0.0278 0.707 0.50 25 10.18 4.04 5.02 90 2.64 0.0063 0.160 <br />0.0197 0.500 1.00 35 26.84 10.64 15.66 95 1.32 0.0158 0.400 <br />0.0166 0.420 1.25 40 19.09 7.57 23.23 <br />0.0139 0.354 1.50 45 20.40 8.09 31.32 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 37.95 15.04 46.36 Median, phi 2.19 2.19 2.19 <br />0.0070 0.177 2.50 80 24.67 9.78 56.14 Median, in.0.0087 0.0087 0.0087 <br />0.0049 0.125 3.00 120 21.96 8.70 64.84 Median, mm 0.220 0.220 0.220 <br />0.0029 0.074 3.75 200 25.78 10.22 75.06 <br />0.0021 0.053 4.25 270 9.76 3.87 78.93 Mean, phi 2.06 2.62 2.48 <br />0.0015 0.037 4.75 400 7.82 3.10 82.03 Mean, in.0.0094 0.0064 0.0071 <br />PAN 45.33 17.97 100.00 Mean, mm 0.240 0.163 0.180 <br />Sorting 2.330 1.609 0.930 <br />Skewness 0.791 0.270 -1.414 <br />Kurtosis 0.374 -0.744 0.138 <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 = 0.366 <br />Cc = 1.472806663 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.623 <br />Cu = 0.243427214 <br />D10 = 0.601 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 0.06 <br />Medium Sand 40 23.17 <br />Fine Sand 200 51.83 <br />Silt <200 6.97 <br />Clay Pan 17.97 <br />TOTALS 252.27 100.00 100.00 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