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LV <br />Ardaman & Associates, Inc. <br />460 NW Concourse Place, Unit #1 <br />Port St. Lucie, FL 34986 <br />Phone: (772) 878 0072 <br />Fax: (772) 878 0097 <br />PARTICLE SIZE ANALYSIS OF SOIL <br />(ASTM D 422) <br />Project Name: 20th Avenue SW Improvements <br />File Number: 06-5699 Date Sampled: 10/03/06 <br />Sample Location: A-18, 2.5 to 4 feet Date Tested: 10/13/06 <br />Sample Description: Very dark brown weakly cemented slightly <br />siltv fine sand 11ardnnn-ttimAi Tested By: BY <br />US Sieve Size <br />3/4" <br />Weight Retained (g) <br />0.0 <br />% <br />Weight Retained <br />0.0 <br />% Cumulative <br />Weight Retained <br />0.0 <br />% <br />Weight Passing <br />100.0 <br />3/8" <br />0.0 <br />0.0 <br />0.0 <br />100 - .0 <br />No.4 <br />0.0 <br />0.0 <br />0.0 <br />100.0 <br />No. 10 <br />0.4 <br />0.2 <br />0.2 <br />99.8 <br />No, 20 <br />1.6 <br />0.8 <br />1.0 <br />99.0 <br />No, 40 <br />32.1 <br />16.7 <br />17.8 <br />82.2 <br />No. 60 <br />72.2 <br />37.6 <br />55.3 <br />44.7 <br />No. 100 <br />35.2 <br />18.3 <br />73.7 <br />26.3 <br />No, 140 <br />26.8 <br />14.0 <br />87.6 <br />12.4 <br />No. 200 <br />7.6 <br />4MMft1ftw.0 <br />91.6ww�w <br />8.4 <br />Total Sample (g) <br />192.1 <br />. 100.0 <br />lith <br />�*A$ <br />r.+ <br />t <br />•d 70 <br />60 <br />d <br />C <br />ii 50 <br />c <br />a� <br />d <br />40 <br />a <br />30 <br />20 <br />/ <br />H11111141116 <br />o 0 0 CM 4zr co 0 00 0 0 <br />) Z Z Z Z Z Z Z Z <br />I <br />10.000 1.000 <br />Grain Size in Millimeters <br />0.100 <br />0.010 <br />