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Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 6 IGS Labs File No:2405-50 <br />Project:Forward Landfill Sample ID:CDCR-EW-4-100-104 <br />Project No:30225884 Depth, ft:100-104 <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 2.07 0.0094 0.238 <br />0.4922 12.501 -3.64 1/2 0.00 0.00 0.00 10 2.76 0.0058 0.148 <br />0.3740 9.500 -3.25 3/8 0.00 0.00 0.00 16 3.19 0.0043 0.109 <br />0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 25 3.72 0.0030 0.076 <br />0.1873 4.757 -2.25 4 0.00 0.00 0.00 40 4.26 0.0021 0.052 <br />0.1324 3.364 -1.75 6 0.00 0.00 0.00 50 4.44 0.0018 0.046 <br />0.0787 2.000 -1.00 10 0.11 0.07 0.07 60 4.62 0.0016 0.041 <br />0.0557 1.414 -0.50 14 0.21 0.14 0.21 75 3.62 0.0032 0.081 <br />0.0394 1.000 0.00 18 0.52 0.34 0.56 84 2.32 0.0079 0.201 <br />0.0278 0.707 0.50 25 0.93 0.62 1.17 90 1.45 0.0144 0.366 <br />0.0197 0.500 1.00 35 1.19 0.79 1.96 95 0.72 0.0238 0.605 <br />0.0166 0.420 1.25 40 0.86 0.57 2.53 <br />0.0139 0.354 1.50 45 0.47 0.31 2.84 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 2.74 1.82 4.66 Median, phi 4.44 4.44 4.44 <br />0.0070 0.177 2.50 80 3.70 2.45 7.11 Median, in.0.0018 0.0018 0.0018 <br />0.0049 0.125 3.00 120 8.47 5.62 12.73 Median, mm 0.046 0.046 0.046 <br />0.0029 0.074 3.75 200 19.18 12.72 25.45 <br />0.0021 0.053 4.25 270 21.40 14.19 39.63 Mean, phi 3.67 2.76 3.32 <br />0.0015 0.037 4.75 400 41.60 27.58 67.21 Mean, in.0.0031 0.0058 0.0040 <br />PAN 49.45 32.79 100.00 Mean, mm 0.078 0.148 0.100 <br />Sorting 0.965 -0.437 -0.422 <br />Skewness 1.699 3.847 4.185 <br />Kurtosis 0.013 0.537 5.422 <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 = 0.068 <br />Cc = 0.766106516 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 0.166 <br />Cu = 0.245103242 <br />D10 = 0.148 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 0.00 <br />Coarse Sand 10 0.07 <br />Medium Sand 40 2.46 <br />Fine Sand 200 22.91 <br />Silt <200 41.77 <br />Clay Pan 32.79 <br />TOTALS 150.83 100.00 100.00 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 />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel