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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 8 IGS Labs File No:2405-50 <br />Project:Forward Landfill Sample ID:CDCR-EW-4-109-113 <br />Project No:30225884 Depth, ft:109-113 <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 0.19 0.0344 0.874 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 0.55 0.0269 0.684 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 0.75 0.0233 0.593 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 1.04 0.0191 0.486 <br />0.1873 4.757 -2.25 4 0.13 0.08 0.08 40 1.39 0.0150 0.382 <br />0.1324 3.364 -1.75 6 0.05 0.03 0.12 50 1.61 0.0129 0.327 <br />0.0787 2.000 -1.00 10 0.22 0.14 0.26 60 1.83 0.0110 0.280 <br />0.0557 1.414 -0.50 14 0.84 0.54 0.79 75 2.22 0.0084 0.214 <br />0.0394 1.000 0.00 18 3.01 1.93 2.72 84 2.49 0.0070 0.178 <br />0.0278 0.707 0.50 25 9.16 5.87 8.59 90 2.92 0.0052 0.132 <br />0.0197 0.500 1.00 35 22.71 14.54 23.13 95 4.28 0.0020 0.052 <br />0.0166 0.420 1.25 40 17.22 11.03 34.16 <br />0.0139 0.354 1.50 45 16.59 10.62 44.78 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 35.49 22.73 67.51 Median, phi 1.61 1.61 1.61 <br />0.0070 0.177 2.50 80 26.40 16.91 84.42 Median, in.0.0129 0.0129 0.0129 <br />0.0049 0.125 3.00 120 10.28 6.58 91.00 Median, mm 0.327 0.327 0.327 <br />0.0029 0.074 3.75 200 4.93 3.16 94.16 <br />0.0021 0.053 4.25 270 0.37 0.24 94.40 Mean, phi 1.51 1.62 1.62 <br />0.0015 0.037 4.75 400 0.08 0.05 94.45 Mean, in.0.0138 0.0128 0.0128 <br />PAN 8.67 5.55 100.00 Mean, mm 0.350 0.325 0.326 <br />Sorting 1.505 0.866 1.052 <br />Skewness 0.988 0.007 0.156 <br />Kurtosis 0.246 1.356 1.419 <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 = 0.451 <br />Cc = 1.061845374 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.722 <br />Cu = 0.388403219 <br />D10 = 0.684 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.08 <br />Coarse Sand 10 0.17 <br />Medium Sand 40 33.90 <br />Fine Sand 200 60.00 <br />Silt <200 0.29 <br />Clay Pan 5.55 <br />TOTALS 156.15 100.00 100.00 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