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Northgate Geotechnical # Strokes GRAIN SIZE ANALYSIS - ASTM D 422 Job No. 2005-017 <br />Sin 1.5in 3/4in Min #8 <br />100- <br />90- <br />80- <br />70- <br />60- <br />50- <br />LL <br />009080706050LL <br />C 40- <br />30- <br />20 <br />03020 <br />10 <br />0 <br />U.S. Standard Sieve Size <br />100 <br />10 <br />1 <br />Grain Size (mm) <br />0.1 <br />0.01 <br />Initial Dry Test Dry <br />Boring /Sample Density Initial Moist. Density Test Moist. Permeability, K LL PL pl Unified Soil Descri tion <br />No. ensi M (per M (cm/sec) Class. p <br />AS-EX3 I CL <br />0.001 1 <br />Geologic Associates <br />I <br />1 <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />I <br />I <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />1 I <br />I <br />1 <br />i <br />t <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />i <br />I <br />I <br />, <br />I <br />I <br />1 <br />I <br />1 I <br />1 <br />1 <br />I <br />I <br />1 <br />f <br />I <br />I <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 Density Initial Moist. Density Test Moist. Permeability, K LL PL pl Unified Soil Descri tion <br />No. ensi M (per M (cm/sec) Class. p <br />AS-EX3 I CL <br />0.001 1 <br />Geologic Associates <br />