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Project No.: W1895-88-01 <br />Sample No. <br />B1 @ 5' <br />B1 @ 10' <br />B1 @ 15' <br />B1 @ 20' <br />Percent Passing No. 200 Sieve <br />65.3 <br />88.8 <br />64.8 <br />70.6 <br />B1 @ 25' <br />B1 @ 30' <br />GRAIN SIZE ANALYSIS 625 CYPRESS AVENUE <br />SANTA ANA, CALIFORNIA <br /> Checked by: ACS <br />61.6 <br />B1 @ 35' <br />B1 @ 40' <br />71.6 <br />63.0 <br />64.7 <br />ASTM D-1140 <br />April 2024 Figure B17 <br />3 <br />i <br />n <br />. <br />3/ <br />4 <br /> <br />i <br />n <br />. <br />3/ <br />8 <br /> <br />i <br />n <br />. <br />No <br />. <br /> <br />4 <br />No <br />. <br /> <br />1 <br />0 <br />No <br />. <br /> <br />2 <br />0 <br />No <br />. <br /> <br />4 <br />0 <br />No <br />. <br /> <br />1 <br />0 <br />0 <br />No <br />. <br /> <br />2 <br />0 <br />0 <br />0.0 <br />20.0 <br />40.0 <br />60.0 <br />80.0 <br />100.0 <br />0.0010.010.1110100 <br />Pe <br />r <br />c <br />e <br />n <br />t <br /> <br />P <br />a <br />s <br />s <br />i <br />n <br />g <br /> <br />N <br />o <br />. <br /> <br />2 <br />0 <br />0 <br /> <br />S <br />i <br />e <br />v <br />e <br />Grain Diameter (mm) <br />GRAVEL <br />COARSE FINE <br />SAND <br />COARSE MEDIUM FINE <br />SILT AND CLAY