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1 <br /> J , ` 4702«'Glenhaven Dri��e CAO,Snohomish County,Washinnton Materials Testing& Consulting,inc. <br /> Juh 3 L 20I 7 16B030 <br /> WILDCAT DYNAMIC CONE LOG P�z i or i <br /> Materials Testing and Const�lting <br /> 2ll8 Black Lake Bl�d.,NVJ PROJECTNLJI�4BER: 16B030 <br /> 0177npia�WA J8512 DATE STARTED: 04-14-201( <br /> UATE COMPLETED: Od-14-2016 <br /> HOLE#: DCP-3 <br /> CREW: MH SURFACE ELEVATfON: E�isting Gradc <br /> PROJECT: 4702 W Glenhaven Dri�c CAO WATLR oN COMPLI;T7c)N: Nonc Encountered <br /> ADDRESS: 4702 W Glenhavcn Dri�c.E�crett.WA 9R203 HAMMER WE[GHT: 35 Ibs. <br /> LOCATION: Slope Crest,Nc�-the West Property Linc CONE AREA: I 0 sq.cm <br /> BLOWS RESISTANCE GRAPH OF CONE RE;S[STANCE TESTED CONSISTENCY <br /> DEPTH PER 10 cm K�/cm� 0 50 100 I 50 N' SAND&SILT CLAY <br /> - 1 4.4 1 VERY LOOSE VERY SOFT <br /> - C, 26.G •••••-• 7 LOOSE MEDIUM ST1FF <br /> - 1 ft 15 6G.G ••••••••••••••••••• 19 MEDIUM DENSE VERY ST[FF <br /> - 19 8a.4 -�•-••••••••-••••••••••• 2�t MEDIUM DENSE VERY ST[FF <br /> - 21 932 •�•••••••••••••••••••••••��• - MEDiUM DENSE VERY STIFF <br /> - 2 ft 1 f 71.0 •••••••••••••••••••• 20 MEDNM DENSE VERY STIFF <br /> - 9 40.0 ••••••••••• 1 l MEDIUM DENSE STiFF <br /> - 9 40.0 ••••••••�•• 11 MEDIUM DENSE STIFF <br /> - 3 ft K 35.5 •••••••••• 10 LOOSE STIF'F <br /> - l m 12 53.3 •••••••••••••�� 15 MEDIUM DENSE STIF'F <br /> - 1� 57.9 •••••••••••••••• 1G MEDIUM DENSE VERY STiFF <br /> - 4I't 29 111.9 •••••.....•••••.•••••••••,•••••• _ DENSE HARD <br /> - 27 1042 .......••••.......•......,.... _ MEDIIJM DENSE VERY ST[FF <br /> - 3 1 1 19.7 ••••••••.••••••••.•••••••••••••••• _ DENSE HARD <br /> - � ft 50 193.0 ..•••.......•••••..••••••••.••••••••••• _ VERI'DENSE H.ARD <br /> - G ft <br /> - 2m <br /> - �r� <br /> - s r� <br /> y rr <br /> - 3m l�ft <br /> 11 ft <br /> - 12 f� <br /> - -�m I� Ct <br /> NALDCAT.XLS <br /> 22 <br />