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PARTICLE SIZE DISTRIBUTION REPORT <br /> ASTM D1140, Method B <br /> ';.; 11■1■IIAlIl1111■Ia111111■■Ialllllq�■IIIb1111■■1111111■■ <br /> :,,, 11■1■IIaIIIIgf■Ia111111■■IaII111ggIIIb1111■■1111111■■ <br /> ,., 1■1■IIaIIIIgI■Ia111111■■IgII111ggIIIa1111■■1111111■■ <br /> .,,, ■1■IIaIIIIgI■Ig111111■■IgII111ggIIIq1111■■1111111■■ <br /> ,., ■1■IIdIIIIgI�g111111■■IgIIIIIgqIIIq1111■■1111111■■ <br /> ., 11■1■IIaIIIIgfBg111111■■IgIIIlIg1■IIq1111■■1111111■■ <br /> ., 11■AIIaIIl1A�IR111111■■IRIIIIIa1■IIg1111■■1111111■■ <br /> . ,., 11■aIIaIIl1a�IR111111■■IRIIIIIII®11„1111■■1111111■■ <br /> ., 11■aIIgIIl1a�IR111111■■IBIIIIIIIaIIIR1111■■1111111■■ <br /> ,.• 11■1■IIg1111111■18111111■■IBIIIIIg1■III81111■■1111111■■ <br /> +75mm I %GRAVEL I %SAND I %FINES <br /> SIEVE PERCENT SPEC." PASS? SOIL DESCRIPTION <br /> SIZE FINER PERCENT (X=NO) See ••raion •• <br /> ATTERBERG LIMITS <br /> COEFFICIENTS <br /> ■., ■. = ■.0 <br /> ■ , = ■ , = ■ <br /> ■ , <br /> CLASSIFICATION <br /> REMARKS <br /> .. :•min <br /> Dry sample weight=616.3 g <br /> '• • .: 111 11. 11 <br /> ■ <br /> ■ <br />