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' • VVILDCAT DYNAMIC CONE LOG r�E� � or � <br /> GeoTest Sen�ices.Inc <br /> 741 Mannc Drivc PROJECT NiIM1iBER: 5233 <br /> 13cllingham,WA 9R225 DATE STARTED: OS-2R-20f14 <br /> DATE COMPLETED: OS-2R-2(HW <br /> HOLL H: DC-1 <br /> CRL-W: DS SURPACL ELEVATION: Not Detem�incd <br /> PROILC'T: IIaldwin Rcsidcncc N'all N'ATHR ON COMPLLfION: No Gtoundwater <br /> ADDRL-SS: 3206�1'avc Dnve HMIMER WEIGHT: 3$ Ibs. <br /> LOCATION: Gvcrctt,WA 9F203 CONE AREA: 10 sq. cm <br /> BLO\S�S RESISTANCE GRAPH OP CONE RESISTANCE TESTED CONSISTENCI' <br /> DEPTH PL•R 10 cm K /cm' 0 50 100 I50 N' SAND&SILT CLAY <br /> - 3 133 • 3 VERY LOOSL SOiT <br /> 3 133 • 3 \'ERY LOOSE SOI'T <br /> I fi 2 R.9 2 VGRY LOOS[ SOFT <br /> _ 2 g.9 2 VERY LOOSE SOFT <br /> - 3 133 • 3 VERY LOOSE SOi'f <br /> 2 ft 3 13.3 • 3 VL•RY LOOSE SOFT <br /> 3 133 • 3 VERY LOOSE SOfT <br /> - 3 133 • 3 VERY LOOSE SOFT <br /> 3 ft 2 8.9 2 VERY LOCSE SOFT <br /> - I m 3 133 • 3 VERY LOOSE SOFT <br /> 3 I 1.6 • 3 VERY LOOSF SOFT <br /> 4 fl 5 193 ••• 5 LOOSE MEDIUM STIFF <br /> - 22 R4.9 •••••••••••••••••••••••• 24 MEDIUM DENSE VERY STIFF <br /> - 35 135.1 ....................................... _ DENSE HARD <br /> - 5 fi <br /> - 6fl <br /> - 2m <br /> - 7fl <br /> Rfl <br /> 9 ft <br /> - 3m lOfl <br /> llfl <br /> - 12ft <br /> - 4m I: ft <br /> waoarx�s <br /> �(;( � <br /> ;-. <br />