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Is <br />1C <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />v <br />v <br />W <br />c <br />s - <br />a <br />Dry Density <br />Ib/ft3 <br />Moisture <br />Content <br />% <br />Blow/ <br />Ft. <br />Sample <br />No. <br />USCS <br />DESCRIPTION <br />Garbage. <br />I <br />7/6" <br />ML <br />Grey to Tan Sandy Silt/Clay with Minor <br />CL <br />Sand and Gravel Layers. <br />60/6" � <br />-ll <br />I <br />i <br />I <br />I <br />I <br />I <br />BORING TERMINATED AT 70 -FOOT DEPTH. <br />H. KLEINFELDER & ASSOCIATES LOG OF BORING NO. 2 PLATE <br />GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br />PROJECT NO.Vii <br />S-1008-35 Y <br />IHK d A FORM -R. <br />