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1 <br /> 4702�V'Glenhaven Dri��e�CAO,Snohomish County,Washingfon Materials Testing& ConsulYing,Inc. <br /> .iuh �1_ ''U I 7 16BI)30 <br /> WILDCAT DYNANYIC CONE LOG P�e� of � <br /> Materials Testing and Considting <br /> Z 118 Black Lal:e Bl�d..NW PROJECTNLJMBER: 1GB030 <br /> OI}vipia WA9851Z DATE STARTED: O�F-14-2U1G <br /> DATE GOMPLETED: 04-1 a-2016 <br /> HOLE#: DCP-I <br /> CREW: MH SURFACE ELEV.ATION: Existing Gracie <br /> PROJECT: 4702 W Glenha��en Dri�e CAO WATER ON CONII'LI:TTON: None Encountered <br /> ADDRESS: 4702 W Glenhaven Dri�e,E�erclt,WA 98203 HAMMER WEIGHT: 35 Ibs. <br /> LOCAT[ON: Slope Crest,Aprz.20 feet N.of House CONE AREA: 10 sq.cm <br /> BLOWS RE3ISTANCE GRAPH OF CONE RES[STANCE TESTED CONSISTENCY <br /> DEPTH PER 10 cm K /cm2 0 50 100 150 N' SAND�SILT CLAY <br /> - 1 4.4 1 VERY LOOSE VERY SOFT <br /> - 5 22.2 ••••• ( LOOSE MEDIUM STIFF <br /> - 1 ft 8 35.5 •••••••••• 10 LOOSE STIFF <br /> - 9 40.0 ••�•••••••• 11 MEDIUM DENSE STIFF <br /> - 7 31.1 ••••••••• 8 LOO5E MEDIUM ST'IF'F <br /> 2 ft 3 13.3 • 3 VERY LOOSE SOFT <br /> - 3 13.3 • 3 VERY LOOSE SOFT <br /> - 3 13.3 �• 3 VERY LOOSE SOFT <br /> - 3 ft 2 8.9 2 VERY LOOSE SOFT <br /> - 1 m 3 13.3 • 3 VERY LOOSE SOFT <br /> - 4 15.4 ••• 4 VERY LOOSE SOFT <br /> - 4 ft l4 S�1.0 ••••••••••••••� 15 MEDItJNI DENSE STIFF <br /> - 28 108.1 ..•...•........................ - MEDIUM DENSE VERY STIFF <br /> - 28 IOR.I ........••.....•.•...•••�••...•• - MEDNMDENSE VERYS'ITFF <br /> - �ft d] 15 3.3 ......•.....•...........•......••.....• _ DENSE HARB <br /> - 50 19;.0 ••.••.•.•.••••••••••••••,•••••••••••••. _ VERYDENSE HARD <br /> G ft <br /> - 2m <br /> - 7 ft <br /> - 8 Ct <br /> - 9 it <br /> - 3m lOft <br /> - 11 ft <br /> - 12 ft <br /> - �m l; ft <br /> W1L DCAT.X L S <br /> ��� <br />