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, _ , ,, tip <br /> I J <br /> PLASTICITY CHART <br /> 60 <br /> 50 <br /> CH or OH <br /> x 40 <br /> P ` <br /> 30 � r' <br /> OS <br /> a J OH and MH <br /> 20 <br /> CL or OL <br /> 10 <br /> CL-M` / ML or OL <br /> 0 , I <br /> 0 10 20 30 40 50 60 70 80 90 100 <br /> Liquid Limit <br /> 0 <br /> c, Sample Moisture <br /> PI <br /> Exploration Depth Content Liquid Limit Plastic Limit. Plasticity Index <br /> eNt <br /> Symbol Number (feet) (%) (%) (%) (%) Soil.Description <br /> in <br /> Y • B-3 5 26 32 19 13 Lean Clay(CL) <br /> 5 B-5 5 24 44 26 18 Lean Clay/Silt(CL/ML) <br /> 03 <br /> B-6 5 19 34 20 14 Lean Clay(CL) <br /> 0 <br /> Q <br /> d <br /> 4 Atterberg Limits Test Results <br /> • Proposed Liberty Hall <br /> Everett Community College <br /> oo <br /> r Note:Thisreportmaynothereproduced,exceptinfull,withoutwdttenanimualofGeoEngineers,Inc.Test results are applicableonlytothespecificsampleonwhichtheywere <br /> EO NGl EER5 Figure B-I. <br /> W pertomied,and should none interpreted as representative of any othersamples obtained atothertirnes,depths or locations,or generated by separate operations or processes. <br />