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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 5 IGS Labs File No:2405-50b <br />Project:Forward Landfill Sample ID:AMW-60M-111.5-116.5 <br />Project No:30225884 Depth, ft:111.5-116.5 <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 0.93 0.0206 0.524 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 1.28 0.0162 0.410 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 1.60 0.0130 0.329 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 2.11 0.0091 0.231 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 3.17 0.0044 0.111 <br />0.1324 3.364 -1.75 6 0.00 0.00 0.00 50 3.57 0.0033 0.084 <br />0.0787 2.000 -1.00 10 0.22 0.12 0.12 60 3.91 0.0026 0.066 <br />0.0557 1.414 -0.50 14 0.25 0.14 0.26 75 4.41 0.0018 0.047 <br />0.0394 1.000 0.00 18 0.86 0.48 0.74 84 4.25 0.0021 0.053 <br />0.0278 0.707 0.50 25 2.10 1.17 1.91 90 2.66 0.0062 0.159 <br />0.0197 0.500 1.00 35 6.41 3.57 5.47 95 1.33 0.0157 0.398 <br />0.0166 0.420 1.25 40 6.96 3.87 9.35 <br />0.0139 0.354 1.50 45 8.43 4.69 14.04 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 17.32 9.64 23.67 Median, phi 3.57 3.57 3.57 <br />0.0070 0.177 2.50 80 10.62 5.91 29.58 Median, in.0.0033 0.0033 0.0033 <br />0.0049 0.125 3.00 120 11.02 6.13 35.71 Median, mm 0.084 0.084 0.084 <br />0.0029 0.074 3.75 200 33.85 18.83 54.55 <br />0.0021 0.053 4.25 270 30.47 16.95 71.50 Mean, phi 2.85 2.93 3.14 <br />0.0015 0.037 4.75 400 19.08 10.62 82.11 Mean, in.0.0055 0.0052 0.0045 <br />PAN 32.15 17.89 100.00 Mean, mm 0.139 0.132 0.113 <br />Sorting 2.221 1.324 0.722 <br />Skewness 1.236 -0.486 -6.427 <br />Kurtosis 0.366 -0.851 0.070 <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 = 0.191 <br />Cc = 1.340388297 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.433 <br />Cu = 0.153518747 <br />D10 = 0.410 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 0.12 <br />Medium Sand 40 9.22 <br />Fine Sand 200 45.20 <br />Silt <200 27.57 <br />Clay Pan 17.89 <br />TOTALS 179.74 100.00 100.00 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