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60 <br /> CL CH <br /> 50 <br /> 40 <br /> a <br /> a) <br /> 30 • <br /> U <br /> lC <br /> a <br /> 20 <br /> 10 <br /> CL-ML ML or OL MH or OH <br /> 0 <br /> 0 10 20 30 40 50 60 70 80 90 100 110 <br /> Liquid Limit(LL) <br /> ATTERBERG LIMIT TEST RESULTS <br /> Exploration Sample Liquid Plastic Plasticity Natural Unified Soil <br /> Symbol Number Number Depth Limit Limit Index Moisture Soil Description Classification <br /> (ft) (%) (%) (%) (%) <br /> • TP-3 TP3-4 5.5 59 29 30 VERY SANDY CLAY CH <br /> ASTM D 4318 Test Method <br /> T Kikuchi Retaining Wall Figure <br /> 815 34th Street Plasticity Chart Q <br /> Everett,Washington 98201 V <br />