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0 <br />2 <br />4 <br />6 <br />8 <br />10 <br />12 <br />14 <br />lE <br />2C <br />22 <br />2L <br />2E <br />2E <br />3( <br />Moisture <br />Dry Density Content <br />Ib/ft3 q <br />Blow/ Sample <br />Ft. No. <br />USCS <br />DESCRIPTION <br />UW <br />Gravel. <br />Gray Slightly Silty Sand (SM) Loose, <br />2 ' <br />i <br />I <br />Moist. <br />- <br />6 <br />I <br />34 <br />18 <br />SP <br />Brown Medium To Coarse Grained Sand (SP) <br />Medium Dense, Wet. <br />25 <br />I <br />ML <br />Brown Slightly Sandy Silt (ML) Medium <br />Stiff, Moist. <br />26 <br />I � <br />- <br />0 <br />1 PLATE <br />J.H. KLEINFELDER & ASSOCIATES kn ROBERTS OIL CUMPANY <br />LOG OF BORING NO. <br />GEOTECHNICrL CONSULTANTS MAfkNIALS fkSfING <br />930 VICTOR ROAD II <br />IIJDI, CALIFORNIA <br />PROJECT NO. E-2688-1 I <br />Page 1 of 2 <br />