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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 7 IGS Labs File No:2405-50 <br />Project:Forward Landfill Sample ID:CDCR-EW-4-104-109 <br />Project No:30225884 Depth, ft:104-109 <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 0.57 0.0264 0.671 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 0.89 0.0212 0.538 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 1.17 0.0175 0.444 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 1.52 0.0137 0.349 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 1.83 0.0111 0.282 <br />0.1324 3.364 -1.75 6 0.00 0.00 0.00 50 2.03 0.0096 0.245 <br />0.0787 2.000 -1.00 10 0.06 0.04 0.04 60 2.22 0.0085 0.215 <br />0.0557 1.414 -0.50 14 0.39 0.26 0.30 75 2.51 0.0069 0.176 <br />0.0394 1.000 0.00 18 1.08 0.71 1.01 84 3.09 0.0046 0.117 <br />0.0278 0.707 0.50 25 4.26 2.81 3.83 90 3.77 0.0029 0.073 <br />0.0197 0.500 1.00 35 11.88 7.85 11.68 95 1.88 0.0107 0.271 <br />0.0166 0.420 1.25 40 9.62 6.36 18.03 <br />0.0139 0.354 1.50 45 9.05 5.98 24.01 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 36.84 24.34 48.35 Median, phi 2.03 2.03 2.03 <br />0.0070 0.177 2.50 80 40.16 26.54 74.89 Median, in.0.0096 0.0096 0.0096 <br />0.0049 0.125 3.00 120 13.13 8.68 83.57 Median, mm 0.245 0.245 0.245 <br />0.0029 0.074 3.75 200 5.31 3.51 87.08 <br />0.0021 0.053 4.25 270 0.38 0.25 87.33 Mean, phi 1.93 2.13 2.10 <br />0.0015 0.037 4.75 400 0.10 0.07 87.39 Mean, in.0.0103 0.0090 0.0092 <br />PAN 19.08 12.61 100.00 Mean, mm 0.262 0.228 0.234 <br />Sorting 1.407 0.961 0.679 <br />Skewness 1.012 0.104 -0.560 <br />Kurtosis 0.186 -0.319 0.544 <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 = 0.326 <br />Cc = 0.920928485 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.565 <br />Cu = 0.380053765 <br />D10 = 0.538 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 0.04 <br />Medium Sand 40 17.99 <br />Fine Sand 200 69.04 <br />Silt <200 0.32 <br />Clay Pan 12.61 <br />TOTALS 151.34 100.00 100.00 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 />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel