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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 4 IGS Labs File No:2405-50b <br />Project:Forward Landfill Sample ID:AMW-60M-107-111.5 <br />Project No:30225884 Depth, ft:107-111.5 <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 0.62 0.0257 0.652 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 1.05 0.0191 0.484 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 1.29 0.0161 0.408 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 1.55 0.0134 0.340 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 1.99 0.0099 0.252 <br />0.1324 3.364 -1.75 6 0.57 0.31 0.31 50 2.83 0.0055 0.141 <br />0.0787 2.000 -1.00 10 0.83 0.45 0.76 60 3.98 0.0025 0.063 <br />0.0557 1.414 -0.50 14 0.64 0.35 1.11 75 3.40 0.0037 0.095 <br />0.0394 1.000 0.00 18 1.30 0.71 1.82 84 2.18 0.0087 0.221 <br />0.0278 0.707 0.50 25 3.65 1.98 3.80 90 1.36 0.0153 0.389 <br />0.0197 0.500 1.00 35 9.49 5.16 8.96 95 0.68 0.0246 0.624 <br />0.0166 0.420 1.25 40 10.24 5.57 14.53 <br />0.0139 0.354 1.50 45 15.75 8.56 23.10 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 31.85 17.32 40.42 Median, phi 2.83 2.83 2.83 <br />0.0070 0.177 2.50 80 13.19 7.17 47.59 Median, in.0.0055 0.0055 0.0055 <br />0.0049 0.125 3.00 120 6.75 3.67 51.26 Median, mm 0.141 0.141 0.141 <br />0.0029 0.074 3.75 200 12.20 6.63 57.89 <br />0.0021 0.053 4.25 270 8.26 4.49 62.39 Mean, phi 2.20 1.73 2.10 <br />0.0015 0.037 4.75 400 4.96 2.70 65.08 Mean, in.0.0086 0.0118 0.0092 <br />PAN 64.21 34.92 100.00 Mean, mm 0.218 0.300 0.233 <br />Sorting 1.896 0.442 0.231 <br />Skewness 1.275 -2.476 -35.293 <br />Kurtosis 1.298 -0.928 0.014 <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 = 0.311 <br />Cc = 3.161452065 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.518 <br />Cu = 0.122014358 <br />D10 = 0.484 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 0.76 <br />Medium Sand 40 13.77 <br />Fine Sand 200 43.36 <br />Silt <200 7.19 <br />Clay Pan 34.92 <br />TOTALS 183.89 100.00 100.00 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 />30 <br />35 <br />40 <br />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel