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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 1 IGS Labs File No:2405-50b <br />Project:Forward Landfill Sample ID:AMW-60M-93-98 <br />Project No:30225884 Depth, ft:93-98 <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 1.05 0.0190 0.482 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 1.65 0.0126 0.319 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 2.25 0.0083 0.210 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 3.39 0.0037 0.095 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 4.28 0.0020 0.051 <br />0.1324 3.364 -1.75 6 0.64 0.36 0.36 50 4.43 0.0018 0.046 <br />0.0787 2.000 -1.00 10 0.99 0.56 0.93 60 4.58 0.0016 0.042 <br />0.0557 1.414 -0.50 14 0.96 0.55 1.47 75 4.18 0.0022 0.055 <br />0.0394 1.000 0.00 18 1.18 0.67 2.14 84 2.68 0.0062 0.156 <br />0.0278 0.707 0.50 25 1.77 1.01 3.15 90 1.67 0.0123 0.314 <br />0.0197 0.500 1.00 35 2.67 1.52 4.67 95 0.84 0.0220 0.560 <br />0.0166 0.420 1.25 40 2.71 1.54 6.21 <br />0.0139 0.354 1.50 45 3.67 2.09 8.30 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 10.13 5.76 14.06 Median, phi 4.43 4.43 4.43 <br />0.0070 0.177 2.50 80 6.75 3.84 17.91 Median, in.0.0018 0.0018 0.0018 <br />0.0049 0.125 3.00 120 6.63 3.77 21.68 Median, mm 0.046 0.046 0.046 <br />0.0029 0.074 3.75 200 11.15 6.34 28.02 <br />0.0021 0.053 4.25 270 17.53 9.97 37.99 Mean, phi 3.73 2.46 3.12 <br />0.0015 0.037 4.75 400 59.09 33.62 71.61 Mean, in.0.0030 0.0071 0.0045 <br />PAN 49.89 28.39 100.00 Mean, mm 0.075 0.181 0.115 <br />Sorting 1.315 0.213 0.074 <br />Skewness 1.559 -9.231 11.466 <br />Kurtosis 3.520 -1.509 -0.112 <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 = 0.081 <br />Cc = 0.486358133 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.352 <br />Cu = 0.119090426 <br />D10 = 0.319 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 0.93 <br />Medium Sand 40 5.29 <br />Fine Sand 200 21.81 <br />Silt <200 43.59 <br />Clay Pan 28.39 <br />TOTALS 175.76 100.00 100.00 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 />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel