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• 0 S <br /> PLASTICITY CHART <br /> 60 • <br /> 50 <br /> CH or OH <br /> • <br /> w 40 <br /> o • <br /> U 30 — <br /> Q �\�� . <br /> J' OH or MH <br /> 20 L• <br /> CL or OL <br /> 10 -- - <br /> CL-ML V a_orOL <br /> o I <br /> 0 10 20 30 40 50 60 70 80 90 100 <br /> LIQUID LIMIT <br /> Moisture Liquid Plasticity <br /> Boring Depth Content Limit Index <br /> Symbol Number (feet) (%) (%) (%) Soil Description <br /> ca Sandy elastic silt with wood debris and shell <br /> o ® B 1 15 56.5 54 17 fragments(MH) <br /> ❑ B-2 11 44.0 39 5 Silt with sand and wood debris(ML) Atterberg Limits Test Results <br /> -a <br /> o B-3 13 56.0 65 25 Elastic silt with sand and wood debris(MH) Waterfront Place Apartments <br /> 0 B-4 16 46.0 45 13 Silt with sand and wood debris(ML) <br /> Everett, Washington <br /> 0 <br /> o Note:This report may not be reproduced,except in full,without written approval of GeoEngineers,Inc. Test results are applicable <br /> donly to the specific sample on which they were performed,and should not be interpreted as representative of any other G E O E N G I N E E R S� Figure samples obtained at other times,depths or locations,or generated by separate operations or processes. U re B-3 <br /> N The liquid limit and plasticity index were obtained in general accordance with ASTM D 4318. I <br />