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0 0 <br />Northgate Geotechnical # Strokes GRAIN SIZE ANALYSIS - ASTM D 422 Job No. 2005-097 <br />In 1.5in 3/4in 3l8in #8 <br />100 <br />90 <br />80- <br />.2) 70 <br />60 <br />LLm <br />c 50 <br />m <br />40- <br />2 <br />0 <br />2 <br />L <br />m <br />IL 30- <br />20- <br />10- <br />0 <br />020100 <br />U.S. Standard Sieve Size <br />#30 #100 <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 />Density o Density o LL PL PI Description <br />No. (pcfl (/o) (per (/o) (cm/sec) Class. <br />AS-EX3 CL <br />0.001 1 <br />Geologic Associates <br />I <br />I <br />1 <br />1 I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I I <br />I <br />I <br />1 <br />i <br />i <br />I <br />1 <br />1 <br />I <br />1 I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 1 <br />I <br />1 <br />1 <br />1 <br />i <br />I <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />d <br />I <br />I <br />1 <br />I <br />B <br />1 <br />1 <br />I <br />I <br />1 1 <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />I <br />1 <br />I <br />I I <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />i <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 />Density o Density o LL PL PI Description <br />No. (pcfl (/o) (per (/o) (cm/sec) Class. <br />AS-EX3 CL <br />0.001 1 <br />Geologic Associates <br />