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WILDCAT DYNAMIC CONE LOG <br />Page 1 of 1 <br />GeoTest Services, Inc. <br />741 Marine Drive <br />Bellingham, WA 98225 <br />HOLE #: DCP-2 <br />CREW: NG/SM <br />PROJECT: Proposed Residence Geohazard <br />ADDRESS: 4320 Thomson Avenue <br />LOCATION: Everett, WA 98203 <br />PROJECT NUMBER: <br />19-0050 <br />DATE STARTED: <br />02-27-2019 <br />DATE COMPLETED: <br />02-27-2019 <br />SURFACE ELEVATION: <br />Not Determined <br />WATER ON COMPLETION: <br />Not Determined <br />HAMMER WEIGHT: <br />35 lbs. <br />CONE AREA: <br />10 sq. cm <br />DEPTH <br />BLOWS <br />PER 10 cm <br />RESISTANCE <br />K /cm2 <br />GRAPH OF CONE RESISTANCE <br />0 50 100 150 <br />N' <br />TESTED CONSISTENCY <br />SAND & SILT <br />CLAY <br />- <br />3 <br />13.3 <br />•• <br />3 <br />VERY LOOSE <br />SOFT <br />- <br />4 <br />17.8 <br />••••• <br />5 <br />LOOSE <br />MEDIUM STIFF <br />- 1 ft <br />5 <br />22.2 <br />•••••• <br />6 <br />LOOSE <br />MEDIUM STIFF <br />- <br />10 <br />44.4 <br />......•••••• <br />12 <br />MEDIUM DENSE <br />STIFF <br />- <br />10 <br />44.4 <br />......•••••• <br />12 <br />MEDIUM DENSE <br />STIFF <br />- 2 ft <br />8 <br />35.5 <br />......•••• <br />10 <br />LOOSE <br />STIFF <br />- <br />5 <br />22.2 <br />•••••• <br />6 <br />LOOSE <br />MEDIUM STIFF <br />- <br />1 <br />4.4 <br />1 <br />VERY LOOSE <br />VERY SOFT <br />- 3 ft <br />0 <br />0.0 <br />0 <br />VERY LOOSE <br />VERY SOFT <br />- 1 m <br />2 <br />8.9 <br />•• <br />2 <br />VERY LOOSE <br />SOFT <br />- <br />20 <br />77.2 <br />..................•••• <br />22 <br />MEDIUM DENSE <br />VERY STIFF <br />- 4 ft <br />15 <br />57.9 <br />............•••• <br />16 <br />MEDIUM DENSE <br />VERY STIFF <br />- <br />22 <br />84.9 <br />.......................• <br />24 <br />MEDIUM DENSE <br />VERY STIFF <br />- <br />24 <br />92.6 <br />••••..... o... ••••••••••••• <br />- <br />MEDIUM DENSE <br />VERY STIFF <br />- 5 ft <br />18 <br />69.5 <br />••••..... o •••••••• <br />19 <br />MEDIUM DENSE <br />VERY STIFF <br />- <br />18 <br />69.5 <br />••••........ •••••••• <br />19 <br />MEDIUM DENSE <br />VERY STIFF <br />- <br />20 <br />77.2 <br />•••••••••••••••••••... <br />22 <br />MEDIUM DENSE <br />VERY STIFF <br />- 6 ft <br />26 <br />100.4 <br />••••••••••••••••••••••••••••• <br />- <br />MEDIUM DENSE <br />VERY STIFF <br />- <br />22 <br />84.9 <br />... o.... •••••••••••••••• <br />24 <br />MEDIUM DENSE <br />VERY STIFF <br />- 2 m <br />12 <br />46.3 <br />••••••••••••• <br />13 <br />MEDIUM DENSE <br />STIFF <br />- 7 ft <br />16 <br />54.7 <br />••••••••••••••• <br />15 <br />MEDIUM DENSE <br />STIFF <br />- <br />52 <br />177.8 <br />........................................... <br />- <br />DENSE <br />HARD <br />8ft <br />- 9ft <br />- 3m 10ft <br />- IIft <br />- 12 ft <br />-4m 13ft <br />W ILDCATALS <br />