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Fi' <br /> • [ 1 <br /> PTS Laboratories, Inc. <br /> Sieve Analysis Results -ASTM D422 <br /> Client: Sun Star Laboratories <br /> - Project: Building Analytics PTS File No: 28338 <br /> Location: WFB-Stockton Sample ID: 95-30 <br /> ( Depth, ft: NIA <br /> Gravel Sand <br /> coarse medium fine SilUClay <br /> 25 <br /> TT 100 <br /> 20 90 <br /> !# 80 <br /> 15 7D <br /> a � <br /> f saes <br /> c 10 5D ar <br /> d 40 <br /> 5 30 E <br /> 20 U <br /> + 0 10 <br /> (DCOD0 o z <br /> Q <br /> F, <br /> Sieve Size a <br /> U.S. Sample Incremental Cumulativerpercent <br /> Cumulative Weight Percent greater than <br /> Opening Phi of Sieves Weight Weight, Weight, Weight phi <br /> r Inches Millimeters Screen No. g Particle Sixe <br /> grams percent percent Value Inches Millimeters <br /> 0.2500 6.351 -2.67 1/4 0.00 0.0D 0.00 <br /> 0.1873 4.757 -2.25 4 5 -1.i i 0.0849 2.157 <br /> 0.1324 3.364 -1.75 D.QO D-uu 0,00 0 -0.73 0.0652 1.655 <br /> r 6 0.15 0.68 0.68 16 -0.39 0.0517 1.313 <br /> 0.0787 2.000 -1.00 10 1.11 5.05 <br /> ' 0.0557 1.414 -0.50 14 1.72 7.83 25 0.00 0,0393 5.74 <br /> 0.999 <br /> D.0394 1.000 0.00 18 2.5D 11.38 24.94 40 0'48 0.0282 0.717 <br /> 0.0278 0.707 0.50 25 3.45 15.70 40.E 50 0.69 0.0244 0.619 <br /> O.D197 0.500 1.00 60 0.90 0.0212 0.537 <br /> 35 5.37 24.44 65.09 75 1.22 0.0169 0.429 <br /> + 0.0166 0.420 1.25 40 2.47 11.24 76.33 <br /> 0.0139 0.354 1.50 1.46 D.0143 0.364 <br /> 2.01 9.15 85.48 90 1.76 0,0116 0.296 <br /> 0.0098 0.250 2.00 60 1.93 8.78 94.26 11 95 2.21 0.0085 0.216 <br /> 0.0070 0.177 2.50 80 0.38 1.73 95.99 <br /> 00049 0.125 3.00 120 0.23 1.05 97.04 Measure I Trask Inman Folk-Ward <br /> 0.0029 0.074 3.75 200 0.22 1.00 98.04 Median,phi 0.69 0.69 0.69 <br /> 0.0021 0.053 4.25 270 0.11 0.50 98.54 Median,in. 0.0244 <br /> 0.0015 0.037 4.75 400 0.04 0..619 0.0244 <br /> 0.619 <br /> 0.18 98.73 Median,mm 0.619 0.619 0.619 <br /> � PAN 0.28 1.27 100.00 <br /> Mean,phi 0.49 0,53 059 <br /> Mean,in. 0.0281 0.0272 0.0262 <br /> + Mean,mm 0.714 0.6.91 0.666 <br /> Sorting 0.956 0.926 0.966 <br /> Skewness 1.057 -0.171 -0.127 <br /> Kurtosis 0.209 0.793 1.117 <br /> Grain Slze Description - Medium sand <br /> ASTM-USC.Scale based on Mean from Trask <br /> Description Retained Weight <br /> on Sieve#I Percent <br /> Gravel 4 0.00- <br /> --Coarse Sand 10 5.74 <br /> •- Medium Sand 40 70.60 <br /> Fine Sand 200 21 71 <br /> i TOTALS 21.97 100.00 SHUCla <200 1,96 <br /> 100.00 <br /> ©PTS Laboratories,Inc. Phone:(562)907-3607 Totaf 100 <br /> Fax:(562)9D7-0610 <br /> F <br />