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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 3 IGS Labs File No:2405-50b <br />Project:Forward Landfill Sample ID: AMW-60M-103-107 <br />Project No:30225884 Depth, ft:103-107 <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 0.74 0.0236 0.600 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 1.17 0.0175 0.444 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 1.38 0.0152 0.385 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 1.63 0.0127 0.323 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 2.11 0.0091 0.232 <br />0.1324 3.364 -1.75 6 0.36 0.20 0.20 50 3.00 0.0049 0.125 <br />0.0787 2.000 -1.00 10 1.12 0.61 0.80 60 4.21 0.0021 0.054 <br />0.0557 1.414 -0.50 14 0.86 0.47 1.27 75 3.23 0.0042 0.106 <br />0.0394 1.000 0.00 18 1.12 0.61 1.88 84 2.07 0.0094 0.238 <br />0.0278 0.707 0.50 25 2.62 1.42 3.30 90 1.29 0.0161 0.408 <br />0.0197 0.500 1.00 35 6.60 3.59 6.89 95 0.65 0.0252 0.639 <br />0.0166 0.420 1.25 40 8.42 4.57 11.46 <br />0.0139 0.354 1.50 45 16.42 8.92 20.38 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 32.98 17.91 38.29 Median, phi 3.00 3.00 3.00 <br />0.0070 0.177 2.50 80 14.75 8.01 46.31 Median, in.0.0049 0.0049 0.0049 <br />0.0049 0.125 3.00 120 6.79 3.69 49.99 Median, mm 0.125 0.125 0.125 <br />0.0029 0.074 3.75 200 10.96 5.95 55.95 <br />0.0021 0.053 4.25 270 8.07 4.38 60.33 Mean, phi 2.22 1.72 2.15 <br />0.0015 0.037 4.75 400 5.40 2.93 63.26 Mean, in.0.0085 0.0119 0.0089 <br />PAN 67.63 36.74 100.00 Mean, mm 0.215 0.303 0.225 <br />Sorting 1.743 0.346 0.159 <br />Skewness 1.484 -3.695 23.744 <br />Kurtosis 2.989 -1.130 -0.023 <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 = 0.293 <br />Cc = 3.580480227 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.476 <br />Cu = 0.113456088 <br />D10 = 0.444 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 0.80 <br />Medium Sand 40 10.66 <br />Fine Sand 200 44.49 <br />Silt <200 7.32 <br />Clay Pan 36.74 <br />TOTALS 184.10 100.00 100.00 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