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0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />J.H. KLEINFELDER &ASSOCIATES <br />LOG OF BORING NO. 2 PLATE <br />GEOTECHNICAL CONSULTANTS • MATERIALS TESTINC <br />PROJECT NO. S-1008-35 VII <br />IHK h A FORM R- <br />Moisture <br />Dry Density <br />Content <br />Blow/ <br />Sample <br />Ib/It3 <br />% <br />FL <br />No. <br />USCS <br />DESCRIPTION <br />I <br />Garbage. <br />7/6". <br />Grey to Tan Sandy Silt/Clay with Minor <br />ML <br />CL <br />Sand and Gravel Layers. <br />60/6" <br />- <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />BORING TERMINATED AT 70 -FOOT DEPTH. <br />. <br />J.H. KLEINFELDER &ASSOCIATES <br />LOG OF BORING NO. 2 PLATE <br />GEOTECHNICAL CONSULTANTS • MATERIALS TESTINC <br />PROJECT NO. S-1008-35 VII <br />IHK h A FORM R- <br />