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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 6 IGS Labs File No:2405-50b <br />Project:Forward Landfill Sample ID:AMW-60M-116.5-121.5 <br />Project No:30225884 Depth, ft:116.5-121.5 <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 0.98 0.0200 0.508 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 1.68 0.0123 0.312 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 2.67 0.0062 0.157 <br />0.2500 6.351 -2.67 1/4 0.99 0.58 0.58 25 3.83 0.0028 0.070 <br />0.1873 4.757 -2.25 4 0.26 0.15 0.73 40 4.41 0.0018 0.047 <br />0.1324 3.364 -1.75 6 0.35 0.20 0.93 50 4.61 0.0016 0.041 <br />0.0787 2.000 -1.00 10 0.87 0.51 1.44 60 4.47 0.0018 0.045 <br />0.0557 1.414 -0.50 14 0.82 0.48 1.92 75 2.79 0.0057 0.144 <br />0.0394 1.000 0.00 18 0.95 0.55 2.48 84 1.79 0.0114 0.290 <br />0.0278 0.707 0.50 25 1.59 0.93 3.41 90 1.12 0.0182 0.461 <br />0.0197 0.500 1.00 35 2.87 1.68 5.08 95 0.56 0.0267 0.679 <br />0.0166 0.420 1.25 40 2.78 1.62 6.71 <br />0.0139 0.354 1.50 45 3.14 1.83 8.54 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 6.99 4.08 12.62 Median, phi 4.61 4.61 4.61 <br />0.0070 0.177 2.50 80 4.16 2.43 15.05 Median, in.0.0016 0.0016 0.0016 <br />0.0049 0.125 3.00 120 4.71 2.75 17.80 Median, mm 0.041 0.041 0.041 <br />0.0029 0.074 3.75 200 10.17 5.94 23.74 <br />0.0021 0.053 4.25 270 13.33 7.79 31.53 Mean, phi 3.22 2.23 3.02 <br />0.0015 0.037 4.75 400 44.42 25.94 57.47 Mean, in.0.0042 0.0084 0.0048 <br />PAN 72.81 42.53 100.00 Mean, mm 0.107 0.213 0.123 <br />Sorting 0.698 -0.443 -0.285 <br />Skewness 2.453 5.369 11.885 <br />Kurtosis 0.249 -0.529 0.165 <br />Grain Size Description Silt <br />(ASTM-USCS Scale)(based on Mean from Trask) <br />Coefficient of Curvature, Cc = (D30)2/(D60 x D10) <br />D30 = 0.063 <br />Cc = 0.276802826 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.352 <br />Cu = 0.128549496 <br />D10 = 0.312 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.73 <br />Coarse Sand 10 0.71 <br />Medium Sand 40 5.26 <br />Fine Sand 200 17.04 <br />Silt <200 33.73 <br />Clay Pan 42.53 <br />TOTALS 171.21 100.00 100.00 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 />45 <br />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel