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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:-9 IGS Labs File No:2407-72 <br />Project:FORWARD LANDFILL-EW-3 Sample ID:EW-3-105-109 <br />Project No:30225884.02 Depth, ft:105-109 <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 -0.13 0.0431 1.095 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 0.20 0.0343 0.871 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 0.50 0.0278 0.706 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 0.90 0.0211 0.536 <br />0.1873 4.757 -2.25 4 0.22 0.10 0.10 40 1.68 0.0123 0.312 <br />0.1324 3.364 -1.75 6 0.24 0.11 0.21 50 2.86 0.0054 0.138 <br />0.0787 2.000 -1.00 10 1.12 0.52 0.73 60 3.48 0.0035 0.090 <br />0.0557 1.414 -0.50 14 2.55 1.18 1.92 75 4.53 0.0017 0.043 <br />0.0394 1.000 0.00 18 8.99 4.17 6.09 84 3.34 0.0039 0.099 <br />0.0278 0.707 0.50 25 21.20 9.84 15.93 90 2.09 0.0093 0.235 <br />0.0197 0.500 1.00 35 24.45 11.35 27.28 95 1.04 0.0191 0.485 <br />0.0166 0.420 1.25 40 11.56 5.37 32.64 <br />0.0139 0.354 1.50 45 10.62 4.93 37.57 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 14.67 6.81 44.38 Median, phi 2.86 2.86 2.86 <br />0.0070 0.177 2.50 80 6.04 2.80 47.18 Median, in.0.0054 0.0054 0.0054 <br />0.0049 0.125 3.00 120 8.50 3.95 51.13 Median, mm 0.138 0.138 0.138 <br />0.0029 0.074 3.75 200 29.89 13.87 65.00 <br />0.0021 0.053 4.25 270 15.10 7.01 72.01 Mean, phi 1.79 1.92 2.23 <br />0.0015 0.037 4.75 400 11.31 5.25 77.26 Mean, in.0.0114 0.0104 0.0084 <br />PAN 48.99 22.74 100.00 Mean, mm 0.290 0.264 0.213 <br />Sorting 3.525 1.420 0.888 <br />Skewness 1.102 -0.658 -2.371 <br />Kurtosis 0.387 -0.586 0.132 <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 = 0.462 <br />Cc = 2.727315137 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.916 <br />Cu = 0.097873028 <br />D10 = 0.871 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.10 <br />Coarse Sand 10 0.63 <br />Medium Sand 40 31.91 <br />Fine Sand 200 32.36 <br />Silt <200 12.26 <br />Clay Pan 22.74 <br />TOTALS 215.45 100.00 100.00 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