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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 2 IGS Labs File No:2405-50b <br />Project:Forward Landfill Sample ID: AMW-60M-98-103 <br />Project No:30225884 Depth, ft:98-103 <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 2.29 0.0081 0.205 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 3.65 0.0031 0.080 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 3.93 0.0026 0.066 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 4.21 0.0021 0.054 <br />0.1873 4.757 -2.25 4 0.94 0.53 0.53 40 4.59 0.0016 0.042 <br />0.1324 3.364 -1.75 6 0.07 0.04 0.57 50 4.45 0.0018 0.046 <br />0.0787 2.000 -1.00 10 0.49 0.27 0.84 60 3.56 0.0033 0.085 <br />0.0557 1.414 -0.50 14 0.32 0.18 1.02 75 2.22 0.0084 0.214 <br />0.0394 1.000 0.00 18 0.39 0.22 1.24 84 1.42 0.0147 0.373 <br />0.0278 0.707 0.50 25 0.57 0.32 1.56 90 0.89 0.0212 0.540 <br />0.0197 0.500 1.00 35 0.80 0.45 2.01 95 0.44 0.0289 0.735 <br />0.0166 0.420 1.25 40 0.77 0.43 2.44 <br />0.0139 0.354 1.50 45 0.88 0.49 2.93 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 2.45 1.37 4.31 Median, phi 4.45 4.45 4.45 <br />0.0070 0.177 2.50 80 2.17 1.22 5.52 Median, in.0.0018 0.0018 0.0018 <br />0.0049 0.125 3.00 120 2.97 1.66 7.19 Median, mm 0.046 0.046 0.046 <br />0.0029 0.074 3.75 200 5.81 3.26 10.44 <br />0.0021 0.053 4.25 270 28.16 15.79 26.23 Mean, phi 2.90 2.67 3.27 <br />0.0015 0.037 4.75 400 36.36 20.38 46.61 Mean, in.0.0053 0.0062 0.0041 <br />PAN 95.23 53.39 100.00 Mean, mm 0.134 0.157 0.104 <br />Sorting 0.502 -1.251 -0.904 <br />Skewness 2.347 1.418 2.384 <br />Kurtosis 0.174 -0.264 0.380 <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 = 0.050 <br />Cc = 0.367283457 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.105 <br />Cu = 0.809225716 <br />D10 = 0.080 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.53 <br />Coarse Sand 10 0.31 <br />Medium Sand 40 1.60 <br />Fine Sand 200 8.01 <br />Silt <200 36.17 <br />Clay Pan 53.39 <br />TOTALS 178.38 100.00 100.00 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 />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel