Laserfiche WebLink
it i- <br /> PTSLaboratorles-, Inc. Particle Size Analysis -ASTM D4464M <br /> Client: SunStar Laboratories, Inc. PTS File No: 28338 <br /> Project: Building Analytics Sample ID: 135-55 <br /> Location: WFB-Stockton Depth,ft: N/A <br /> ry Sand Size <br /> crs medium ne <br /> Silt Clay <br /> I I I ti <br /> 100 <br /> F: 7 90 <br /> 80 <br /> 6 <br /> 70 <br /> 77 <br /> 60 <br /> . 50 <br /> Z <br /> 4) <br /> 40.2 <br /> E <br /> 30 <br /> IX2 <br /> - 20 <br /> Fil ..... . <br /> 10 <br /> 0 <br /> .. .. ...... <br /> F: E: 0�1:1 <br /> �:;[;:: :� 1��i�il�i i�i 0 <br /> N <br /> 0 cli 0 ci ci 6 ci 6 6 6 <br /> Particle Size, mm 0 Ci d ci <br /> Fill Sample IncrementalCumulative Cumulative Weight Percent greater than <br /> Opening Phi of U.S. Weight, Weight Weight Weight Phi I Particle Size <br /> Inches Millimetersi Screen I Na. I grams I percent I percent percent Value I Inches IMillimeters <br /> 0.2500 6.351 -2.67 1/4 0.00 0,00 0.00 5 1.51 0.0139 0.352 <br /> 0.1873 4.757 -2.25 4 0.00 0.00 0.00 10 1.96 0.0101 0.257 <br /> 0.1324 3.364 -1.75 6 0.00 0.00 0.00 16 2,50 0.0070 0.177 <br /> 0.0787 2.000 -1.00 10 0.00 0,00 0.00 25 3A5 0.0044 0.112 <br /> 0.0468 1.189 -0.25 16 0,08 0.08 0.08 40 4.09 0.0023 0.059 <br /> 0.0331 0.841 0.25 20 0,62 0,62 0.70 50 4.66 0.0016 0.040 <br /> 0.0278 0.707 0.50 25 0.40 0.40 1.10 60 5.23 0.0010 0.027 <br /> 0.0234 0.595 0.75 30 0.44 0.44 1.54 75 6.28 0.0005 0.013 <br /> 0.0197 0.500 1.00 35 0.67 0.67 2,21 84 7.21 0.0003 0.007 <br /> E 0.0166 0,420 1.25 40 1.19 1.19 3.40 90 8.11 0.0001 0.004 <br /> 0.0139 0.354 1.50 45 1.53 1.53 4,93 95 9.03 0.0001 0.002 <br /> 0.0117 0.297 1.75 so 2.60 2.80 7.73 <br /> F 0.0098 0.250 2.00 W 2.68 2.68 10.41 Measure I Trask Inman I Folk-Ward <br /> 0-0083 0.210 2.25 70 2.76 2.76 13.17 Median,pt 4.66 4.66 4.66 <br /> 0.0070 0.177 2.50 so 2.88 2.88 16.05 Median,In. 0.0016 0.0016 0.0016 <br /> 0,0059 11,149 2,75 1110 3,20 3,20 19,26 Median,m 0.040 0.040 0.040 <br /> 0.0049 0A25 3.00 120 3.48 3.48 22.74 <br /> 0.0041 0.105 3.25 140 3.67 3.67 26.41 Mean,Phi 4.00 4.85 4.79 <br /> 0.0035 0.058 3.50 170 3.80 3.80 30.21 Mean,In. 0.0025 0.0014 0.0014 <br /> 0,0019 0,1174 3,75 200 3*911 3,98 34,19 Mean,mm 0,063 0,035 0,035 <br /> 0.0025 0.063 4.00 230 4.18 4.18 38.37 <br /> 0.0021 0.053 4.25 270 4.37 4.37 42.74 Sorting 0.339 2.355 2.318 <br /> 0.00174 0,0442 4.50 325 4.46 4,46 47.20 Skewness 0.959 0.082 0.123 <br /> 0*00146 0,0372 4,75 400 4,47 4,47 51,67 Kurtosis 0,11911 0*5118 15,9137 <br /> 0.00123 0.0313 5.00 450 4.39 4.39 56.06 Grain Size Description silt <br /> 0.000986 0.0250 5.32 500 5.47 5.47 61.53 (ASTWUSCS Scale) (based on Mean from Trask) <br /> 0.000790 0.0201 5.64 635 5.11 5.11 66.64 <br /> 0.000615 0,0156 6.00 5.10 5.10 71.75 Description Retained Weight <br /> 0.000435 0.0110 6.50 5.84 5.84 77.59 an Sieve#I Percent <br /> 0.000308 0.00781 7.00 4.79 4,79 82.38 Gravel 4 0.00 <br /> 0.000197 0.00500 7.65 5.08 5.08 87.46 Coarse Sand 10 0.00 <br /> 0.000077 0.00198 9.00 7.43 7.43 94.89 Medium Sand 40 3.40 <br /> 0000038 0.000977 10.00 3.27 3.27 98.16 Fine Sand 200 30.79 <br /> O�000019 0.000488 11.00 1.67 1.67 99.83 Silt >0.005 mm 53.27 <br /> is 0,000375 11.38 0.17 0,17 100.00 Clay -00.005 mm 12.54 <br /> TOTALS 99.98 100.00 100.00 Total 100 <br /> C PTS Laboratories,Inc. Phone:(562)9073607 Fax,(562)9073610 <br /> E <br />