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; <br /> } 4702 tiY Glenhaven D�•ive C.AO,5nohomish Coui�ty,Washingtoru M�terials Testing& Consulting,inc. <br /> Jul�� 31. �U17 1GB03O <br /> WILDCAT DYNANIIC CONE L4G Page � or � <br /> MaYerials Testing and Constilting <br /> 2118 Slack Lake Bhd.,NW PR07ECTNUMBER: 1 GB030 <br /> Ol��pia,WA 98512 DATE STARTED: 04-14-ZO1 G <br /> DATE COMP C.ETED: 0�4-1�l-Z O 1 C, <br /> HOLE#: DCP-2 <br /> CREW: MH SURFACE ELEVATION: Existing Grade <br /> PROJECT: 4702 W Glcnhaven Dri�E CAO WATTiR oN Ce iMI'I.L"1'ION: None Encountcred <br /> ADDRESS: 4702 W Glcnhavcn Dri�e,E�erett,WA 9R203 HAMMER WEIGHT: 3� Ibs. <br /> LOCATION: Top lhird of lhe Slopc.Aprx.40 fcct N.of Housc CONE AREA: l0 sq.cm <br /> BLOWS RESISTANCE GRAPH OF CONE RESISTANCE TESTED CONSISTENCY <br /> DEPTH PER 10 cm K�/cm� 0 50 100 1�Q N' SAND&SILT CLAY <br /> - I 4.4 1 VERY LOOSE VERY SOFT <br /> 1 4.4 1 VERYLOOSE VER1'SOFT <br /> - 1 ft 0 U.0 0 VERY LOOSE VERY SOFT <br /> - a 17.8 ••-• > LOOSE NIEDIUM STIFF <br /> - C> 26.6 ••••••• 7 LOOSE MEDIUM STIFF <br /> - 2 ft 9 40.0 •••••••-••• 11 MEDIUM DENSE STIFF <br /> - ]1 48.8 •••••••••••••• 13 MEDILTM DENSE STIFF <br /> - G 26.G ••••••• 7 LOOSE MEDIUM S1TF'F <br /> - 3 ft I S fiC.6 �•••••••••••••••••• 19 MEDIUM DENSE VERY STIFF <br /> - 1 m 20 88.8 •••••�••••••••�•••••••••• 25 MEDNM DENSE VERY STIFF <br /> - 18 69.5 •••••••••••••••••••• 19 MEDIUM DENSE VERY STIFF <br /> - 4 ft z2 8�+.9 •••••••••••••••••••••••• 24 MEDIUM DENSE VERY STIFF <br /> - 24 92.6 ....•...•..••..••••....••• - MEDILiM DENSE VERY STfFF <br /> - 4G 177.E, ....................................... . DEN5E HARD <br /> - �ft 50 193.0 ••••••••••••••••••••••••••••••••.•••••• _ VERYDENSE H.ARD <br /> - 6 Ct <br /> - 2m <br /> - 7 ft <br /> 8 ft <br /> - 9 ft <br /> - 3m l�ft <br /> 11 ft <br /> - 12 ft <br /> - 4m I� ft <br /> WILDCAT.XLS <br /> Z� <br />