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Forward LF <br />Sin 1.51n 3/41n 3/8in #8 <br />100 <br />90- <br />80- <br />.2, <br />rn 70605040 <br />d <br />a <br />30- <br />20 <br />10- <br />n <br />is <br />GRAIN SIZE ANALYSIS - ASTM D 422 <br />U.S. Standard Sieve Size <br />#30 #100 <br />0 <br />Job No. 2005-082 <br />100 <br />10 <br />1 <br />Grain Size (mm) <br />0.1 <br />0.01 <br />Initial Dry Test Dry <br />Boring /Sample Initial Moist. Test Moist. Permeability, K Unified Soil <br />No. Density (%) Density (%) (cm/sec) LL PL P1 Class. Description <br />(Pcf) (Pcfl <br />ASB -3 @ 13'- 15' CL <br />0.001 1 <br />Geologic Associates <br />I <br />I <br />I <br />I I <br />I <br />I <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />i <br />I <br />11 <br />1 <br />1 I <br />I <br />1 <br />I <br />I I <br />1 <br />100 <br />10 <br />1 <br />Grain Size (mm) <br />0.1 <br />0.01 <br />Initial Dry Test Dry <br />Boring /Sample Initial Moist. Test Moist. Permeability, K Unified Soil <br />No. Density (%) Density (%) (cm/sec) LL PL P1 Class. Description <br />(Pcf) (Pcfl <br />ASB -3 @ 13'- 15' CL <br />0.001 1 <br />Geologic Associates <br />