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0 <br />Forward LF <br />31n 1.5in 3/41n 3/8in #8 <br />100 <br />90 <br />80 <br />70 - <br />60 <br />m <br />50 <br />e <br />40- <br />0. 30- <br />20- <br />10 <br />02010 <br />0 <br />9 <br />GRAIN SIZE ANALYSIS - ASTM D 422 <br />U.S. Standard Sieve Size <br />930 #100 <br />Job No. 2005-082 <br />100 <br />10 <br />1 <br />Grain Size (mm) <br />M <br />0.01 <br />Initial Dry Test Dry <br />Boring /Sample Density Initial Moist. Density Test Moist. Permeability, K LL PL PI Unified Soil Description <br />No. (pcfl (%) (per (%) (cm/sec) Class. p <br />ASB -6 @ 23'- 25' CL <br />0.001 1 <br />Geologic Associates <br />