Laserfiche WebLink
Integrated Geosciences Laboratories, LLC.Sieve Analysis Results - ASTM D6913 <br />Client:ARCADIS IGS Labs ID:- 9 IGS Labs File No:2405-50 <br />Project:Forward Landfill Sample ID:CDCR-EW-4-113-116 <br />Project No:30225884 Depth, ft:113-116 <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 -3.87 0.5759 14.627 <br />0.4922 12.501 -3.64 1/2 10.18 6.46 6.46 10 -0.82 0.0697 1.770 <br />0.3740 9.500 -3.25 3/8 1.70 1.08 7.54 16 0.37 0.0304 0.773 <br />0.2500 6.351 -2.67 1/4 1.55 0.98 8.53 25 0.74 0.0235 0.598 <br />0.1873 4.757 -2.25 4 0.14 0.09 8.62 40 1.19 0.0172 0.437 <br />0.1324 3.364 -1.75 6 0.99 0.63 9.25 50 1.45 0.0144 0.367 <br />0.0787 2.000 -1.00 10 0.82 0.52 9.77 60 1.66 0.0125 0.316 <br />0.0557 1.414 -0.50 14 1.04 0.66 10.43 75 1.97 0.0101 0.256 <br />0.0394 1.000 0.00 18 2.52 1.60 12.03 84 2.42 0.0074 0.187 <br />0.0278 0.707 0.50 25 8.43 5.35 17.38 90 3.17 0.0044 0.111 <br />0.0197 0.500 1.00 35 24.69 15.68 33.06 95 3.05 0.0048 0.121 <br />0.0166 0.420 1.25 40 14.06 8.93 41.99 <br />0.0139 0.354 1.50 45 16.01 10.17 52.16 Measure Trask Inman Folk-Ward <br />0.0098 0.250 2.00 60 38.44 24.41 76.57 Median, phi 1.45 1.45 1.45 <br />0.0070 0.177 2.50 80 13.92 8.84 85.41 Median, in.0.0144 0.0144 0.0144 <br />0.0049 0.125 3.00 120 6.33 4.02 89.43 Median, mm 0.367 0.367 0.367 <br />0.0029 0.074 3.75 200 3.89 2.47 91.90 <br />0.0021 0.053 4.25 270 0.34 0.22 92.11 Mean, phi 1.23 1.40 1.41 <br />0.0015 0.037 4.75 400 0.14 0.09 92.20 Mean, in.0.0168 0.0150 0.0148 <br />PAN 12.28 7.80 100.00 Mean, mm 0.427 0.380 0.376 <br />Sorting 1.529 1.025 1.560 <br />Skewness 1.066 -0.050 -0.294 <br />Kurtosis 0.103 2.375 2.314 <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 = 0.544 <br />Cc = 0.52879484 <br />Coefficient of Uniformity, Cu = D60 / D10 <br />D9 = 4.341 <br />Cu = 0.072857921 <br />D10 = 1.770 <br />Description Retained Weight <br />on Sieve #Percent <br />Gravel 4 8.62 <br />Coarse Sand 10 1.15 <br />Medium Sand 40 32.22 <br />Fine Sand 200 49.91 <br />Silt <200 0.30 <br />Clay Pan 7.80 <br />TOTALS 157.47 100.00 100.00 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 />11/23/81/446101418253540456080120200270400PANCumulativeWeight%...RetainedWeight,%...Sieve Size <br />Silt/Claymedium <br />Sand <br />coarse fineGravel