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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:-6 IGS Labs File No:2407-72 <br />Project:FORWARD LANDFILL-EW-3 Sample ID:EW-3-90-95 <br />Project No:30225884.02 Depth, ft:90-95 <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 0.55 0.0268 0.682 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 0.92 0.0208 0.528 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 1.24 0.0167 0.425 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 1.51 0.0138 0.350 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 1.91 0.0105 0.266 <br />0.1324 3.364 -1.75 6 0.18 0.08 0.08 50 2.33 0.0078 0.199 <br />0.0787 2.000 -1.00 10 0.52 0.23 0.31 60 2.96 0.0051 0.129 <br />0.0557 1.414 -0.50 14 0.81 0.35 0.66 75 4.37 0.0019 0.048 <br />0.0394 1.000 0.00 18 1.88 0.82 1.48 84 3.45 0.0036 0.091 <br />0.0278 0.707 0.50 25 6.39 2.80 4.28 90 2.16 0.0088 0.224 <br />0.0197 0.500 1.00 35 15.52 6.79 11.07 95 1.08 0.0186 0.473 <br />0.0166 0.420 1.25 40 11.94 5.23 16.30 <br />0.0139 0.354 1.50 45 18.66 8.17 24.47 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 43.04 18.84 43.31 Median, phi 2.33 2.33 2.33 <br />0.0070 0.177 2.50 80 23.31 10.20 53.51 Median, in.0.0078 0.0078 0.0078 <br />0.0049 0.125 3.00 120 16.20 7.09 60.60 Median, mm 0.199 0.199 0.199 <br />0.0029 0.074 3.75 200 19.86 8.69 69.30 <br />0.0021 0.053 4.25 270 10.91 4.78 74.07 Mean, phi 2.33 2.34 2.34 <br />0.0015 0.037 4.75 400 8.93 3.91 77.98 Mean, in.0.0078 0.0078 0.0078 <br />PAN 50.30 22.02 100.00 Mean, mm 0.199 0.197 0.198 <br />Sorting 2.689 1.108 0.634 <br />Skewness 0.654 0.014 -2.869 <br />Kurtosis 0.496 -0.763 0.075 <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 = 0.322 <br />Cc = 1.524798992 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.559 <br />Cu = 0.230367612 <br />D10 = 0.528 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 0.31 <br />Medium Sand 40 15.99 <br />Fine Sand 200 53.00 <br />Silt <200 8.68 <br />Clay Pan 22.02 <br />TOTALS 228.45 100.00 100.00 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 />5 <br />10 <br />15 <br />20 <br />25 <br />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel <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