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Forward LF <br />1 31n 1.5in 3/4in 3/81n #8 <br />100 <br />90 <br />80 <br />_rn 70 <br />d <br />i1 60 <br />m <br />L <br />c 50 <br />U. <br />Z 40 <br />a <br />30- <br />20- <br />10- <br />0- <br />inn <br />020100 <br />GRAIN SIZE ANALYSIS - ASTM D 422 <br />U.S. Standard Sieve Size <br />inn .1 nn <br />Job No. 2005-082 <br />100 10 1 0.1 0.01 <br />Grain Size (mm) <br />Initial Dry Test Dry <br />Boring /Sample Initial Moist. Test Moist. Permeability, K Unified Soil <br />Density o Density o LL PL PI <br />No. (pcfl (/o) (pcfl (/o} (cm/sec) Class. <br />ASB -5 @ 28' - 30' SC <br />0.001 1 <br />Description <br />GeoLogic Associates <br />I <br />I <br />1 <br />1 I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />1 I <br />1 I <br />I <br />I <br />I <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />1 I <br />1 1 <br />1 I <br />i <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />I <br />t I <br />I <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />I I <br />I <br />I <br />I <br />1 <br />I <br />1 <br />I <br />I <br />I <br />1 <br />1 1 <br />1 <br />I <br />i <br />i <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />1 I <br />I <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />i <br />1 <br />I i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />I I <br />1 <br />I <br />1 <br />I <br />I <br />1 <br />I <br />1 <br />I <br />I <br />I I <br />I <br />1 <br />I <br />i <br />I <br />I <br />I <br />1 <br />I <br />I 1 <br />I <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />I <br />1 I <br />1 <br />1 <br />i <br />I <br />I <br />1 <br />1 <br />1 <br />i <br />I <br />1 I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />1 I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />100 10 1 0.1 0.01 <br />Grain Size (mm) <br />Initial Dry Test Dry <br />Boring /Sample Initial Moist. Test Moist. Permeability, K Unified Soil <br />Density o Density o LL PL PI <br />No. (pcfl (/o) (pcfl (/o} (cm/sec) Class. <br />ASB -5 @ 28' - 30' SC <br />0.001 1 <br />Description <br />GeoLogic Associates <br />