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I �VILDCAT DYNANIIC CONE LOG Page I of I <br /> � PROJECT NUMi3ER: 2017 <br /> DATE STARTED: 11-28-2005 <br /> DATE COb1PLETED: 11•26-2005 <br /> I HOLE#: DC-I <br /> � CREW: MS/OP SURFACE ELFVATICv� <br /> 7 -- -- -—� -- — � <br /> PROJECP: Robcrt Kincadc 4708 Commcrcial A��c WATGR ON COAfPLGTION: no <br /> ADDRESS: 123 Main Shect HAMMGR\VGIGHT: 3i Ibs. <br /> � LOCATION: Evcrctt.WA CONE AREA: 10 sy.cm <br /> BLO�VS RESISTANCE GP.APH OF CONE RESISTANCE TESTGD CONSISTENCY Absolwc <br /> � DEPTH PER 10 cm Kg/cm' 0 SU 10�) I50 N' SAND S SILT CLAY N' <br /> � q,q I VERY LOOSE VERYSOFT I <br /> 3 133 3 VERY LOOSE SOFT 3 <br /> I � 3 13.3 ••• 3 VERYLOOSE• SOFT 3 <br /> � _ Z g.9 .. 2 VERYLOOSE SOFT 2 <br /> � q,q 1 VHRY LOOSE VGRY SOFT I <br /> z p z gg 2 VGRY LOOSE SOFT Z <br /> � q,q . I VBRY LOOSE VERY SOFT 1 <br /> � _ � q.q : I VEI2�:-LOOSF. VF.RY SOFT I <br /> 3� 1 4.4 I VEFY LOOSL• VERY SOFT 1 <br /> - I m 3 133 •^ 3 VGRY LOOSG SOFT 3 <br /> 3 I1.6 ••• 3 ��ERY LOOSE SOFT 3 <br /> � 4 p 4 15.4 ..^ 4 VGRY LOOSL SOFT 4 <br /> 3 ��,�� 3 VERY I.00SE SOFT 3 <br /> 5 �9.3 ••••• 5 LOOSC �1C-DIUMSTIFF 5 <br /> 5 tt 5 193 •^^ � LOOSE MEDIUM STIFF 5 <br /> E - 5 193 ^..: � LOOSE ML'DNM STIPF 5 <br /> � 7 Z7q 7 LOOSE '�fED1UM STIFF 7 <br /> - 6(t I I 42.5 •••••••••'•• 12 MEDIU�f DHNSE STIFF 12 <br /> - 13 50.2 •^^^•^'••• IJ �tED1UM DE�SE STIFF 14 <br /> � - 2 m 9 34.7 ••••••••.• 9 LOOSE STIfF 9 <br /> - 7 it 12 41.0 ••••••••••• I I MGDIUD1 DENSE STIFP 11 <br /> _ �q 479 ••••••••^••• 13 AILDIUp1DENSE STIFF 13 <br /> - 35 119.7 •...•••......•••..••••.•••••••..•• . DGNSE tiARD 34 <br /> - 31t 50 17L0 •••••••••••,•...••...••......••••••••••••...•••� Df?tiSL RARD 48 <br /> 9(t <br /> - 3m IUII <br /> I <br /> I I Il <br /> I'_�l <br /> - 4m 13R <br /> v:�_ecar xis <br /> I <br /> � <br /> ��� <br /> � Cornerstor,e Phone:(4z5)sa4•1s7� Robert Kincade - 4708 Commercial Ave. <br /> Fax:(425)844-1987 <br /> � � GeotechniCi�l� InC. FileNumber Fi�ure Zi)._. <br /> � IK <br /> 17625-130th Ave NE, C-102 •Wocdinville,Vr'A• 38072 �017 5 /y J <br />