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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 5 IGS Labs File No:2405-50 <br />Project:Forward Landfill Sample ID:CDCR-EW-4-93-97 <br />Project No:30225884 Depth, ft:93-97 <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 0.05 0.0381 0.968 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 0.39 0.0301 0.764 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 0.67 0.0248 0.629 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 1.01 0.0195 0.495 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 1.45 0.0145 0.367 <br />0.1324 3.364 -1.75 6 0.27 0.18 0.18 50 1.70 0.0121 0.307 <br />0.0787 2.000 -1.00 10 0.45 0.31 0.49 60 1.95 0.0102 0.259 <br />0.0557 1.414 -0.50 14 1.33 0.91 1.40 75 2.46 0.0071 0.181 <br />0.0394 1.000 0.00 18 4.28 2.91 4.31 84 2.82 0.0056 0.142 <br />0.0278 0.707 0.50 25 10.76 7.33 11.63 90 3.11 0.0046 0.116 <br />0.0197 0.500 1.00 35 18.92 12.88 24.51 95 3.46 0.0036 0.091 <br />0.0166 0.420 1.25 40 12.61 8.58 33.10 <br />0.0139 0.354 1.50 45 12.98 8.84 41.94 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 29.40 20.01 61.95 Median, phi 1.70 1.70 1.70 <br />0.0070 0.177 2.50 80 20.70 14.09 76.04 Median, in.0.0121 0.0121 0.0121 <br />0.0049 0.125 3.00 120 18.20 12.39 88.43 Median, mm 0.307 0.307 0.307 <br />0.0029 0.074 3.75 200 15.57 10.60 99.03 <br />0.0021 0.053 4.25 270 1.11 0.76 99.79 Mean, phi 1.56 1.75 1.73 <br />0.0015 0.037 4.75 400 0.15 0.10 99.89 Mean, in.0.0133 0.0117 0.0119 <br />PAN 0.16 0.11 100.00 Mean, mm 0.338 0.298 0.301 <br />Sorting 1.652 1.076 1.056 <br />Skewness 0.975 0.041 0.036 <br />Kurtosis 0.242 0.588 0.967 <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 = 0.453 <br />Cc = 1.036644927 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.805 <br />Cu = 0.321334684 <br />D10 = 0.764 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 0.49 <br />Medium Sand 40 32.61 <br />Fine Sand 200 65.93 <br />Silt <200 0.86 <br />Clay Pan 0.11 <br />TOTALS 146.89 100.00 100.00 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 />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel