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• <br /> Oskar Property Deck Limited CAO,Everett,WA Materials Testing&Consulting,Inc. <br /> July 17,2019 19B182 <br /> WILDCAT DYNAMIC CONE LOG Page 1 of 1 <br /> Materials Testing and Consulting <br /> 805 Dupont,Suite 5 PROJECT NUMBER: 19B182 <br /> Bellingham,WA 98225 DATE STARTED: 06-07-2019 <br /> DATE COMPLETED: 06-07-2019 <br /> HOLE 4: DCP-3 <br /> CREW: JH SURFACE ELEVATION: PG <br /> PROJECT: Oskar Deck CAO WATER ON COMPLETION: NA <br /> ADDRESS: 4702 west Glenhaven Drive,Everett,WA HAMMER WEIGHT: 35 lbs. <br /> LOCATION: 20'North from DCP-1 CONE AREA: 10 sq.cm <br /> BLOWS RESISTANCE GRAPH OF CONE RESISTANCE TESTED CONSISTENCY <br /> DEPTH PER 10 cm Kg/cm2 0 50 100 150 N SAND&SILT CLAY <br /> - 10 44.4 12 MEDIUM DENSE STIFF <br /> - 18 79.9 22 MEDIUM DENSE VERY STIFF <br /> - 1 ft 16 71.0 20 MEDIUM DENSE VERY S 11FF <br /> - 14 62.2 17 MEDIUM DENSE VERY S 11F <br /> - 30 133.2 - DENSE HARD <br /> - 2 ft 22 97.7 - MEDIUM DENSE VERY STIFF <br /> - 13 57.7 16 MEDIUM DENSE VERY S 11hF <br /> - 9 40.0 11 MEDIUM DENSE STIFF <br /> - 3 ft 8 35.5 10 LOOSE S11FF <br /> - 1 m 10 44.4 12 MEDIUM DENSE STIFF <br /> - 7 27.0 7 LOOSE MEDIUM S 11F F <br /> - 4 ft 5 19.3 5 LOOSE MEDIUM STIFF <br /> - 7 27.0 7 LOOSE MEDIUM STIFF <br /> - 8 30.9 8 LOOSE MEDIUM STIFF <br /> - 5 ft 7 27.0 7 LOOSE MEDIUM STIFF <br /> - 3 11.6 ••• 3 VERY LOOSE SOFT <br /> - 4 15.4 •••• 4 VERY LOOSE SOFT <br /> - 6 ft 4 15.4 •••• 4 VERY LOOSE SOFT <br /> - 4 15.4 •••• 4 VERY LOOSE SOFT <br /> - 2 m 3 11.6 ••• 3 VERY LOOSE SOFT <br /> - 7 ft 14 47.9 13 MEDIUM DENSE S 11FF <br /> - 17 58.1 16 MEDIUM DENSE VERY STIFF <br /> - 8 27.4 7 LOOSE MEDIUM STIFF <br /> - 8 ft 12 41.0 I 1 MEDIUM DENSE STIFF <br /> - 17 58.1 16 MEDIUM DENSE VERY S IIF F <br /> - 24 82.1 23 MEDIUM DENSE VERY STIFF <br /> - 9 ft 35 119.7 - DENSE HARD <br /> - 40 136.8 - DENSE HARD <br /> - 40 136.8 - DENSE HARD <br /> - 3 m 10 ft 43 147.1 - DENSE HARD <br /> - 50 153.0 - DENSE HARD <br /> - 11 ft <br /> - 12ft <br /> - 4m 13 ft <br /> 1MLDCAT.XLS <br /> 1:3 <br /> ^_ „F' F <br /> J 23 ' I) <br />