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B-22-14 LAI Project No:1423002.010 <br /> Moisture Content(%) <br /> SAMPLE DATA SOIL PROFILE Plastic Liquid <br /> Lima I—' , —"I Limit <br /> m o Hollow-stem Auger 10 20 30 40 <br /> m .3 o Drilling Method: A SPT N-Value <br /> _ Z_ H o E E Ground Elevation(ft): 543.27 Non-Standard N-Value <br /> m CO >. 10 20 30 40 <br /> x g a) Z a`) U m n CO a <br /> m O.m a rn o E CO 3 X Fines Content(%)X <br /> o w in os co m i- c� Logged By: ODE Date: 04/12/14 c0 10 20 30 40 <br /> -0 i.•;`.i- CON 9 inch Portland cement concrete slab - <br /> - �:c \ C �_Gray,very sandyGRAVEL with silt(medium <br /> a:c c GM dense,moist) _ <br /> SM N (FILL) <br /> —540 S-1 j b2 49 W=13 Brown and gray,silty,gravelly,fine to coarse m - • A <br /> SAND(dense,moist to wet) C' <br /> SP \ (WEATHERED GLACIAL TILL) / $ <br /> —5 <br /> SM c <br /> 50/ W=$ Gray,gravelly,fine to coarse SAND with silt Lu X 50/ <br /> - S-2ill b2 5„ GS (very dense,moist) z <br /> (GLACIAL TILL) m - <br /> iu - <br /> - _ <br /> a <br /> —535 S-311 b2 76 W-10 o • 76A <br /> 0 - <br /> -10 50/ <br /> - S-4Ij b2 5, W=7 5..- <br /> - 1 SM Gray,gravelly,silty,fine „ e SAND _ <br /> (very dense,moist) <br /> - 50/ <br /> - <br /> S-5 gi b2 3/ - 3"Ak <br /> Boring Completed 04/12/14 <br /> Total Depth of Boring=13.2 ft. . <br /> —15 <br /> I <br /> 1-- <br /> 0—20 <br /> o_ <br /> z <br /> m <br /> J_ <br /> a. <br /> o—25 <br /> 0 <br /> N <br /> G_ <br /> O <br /> N- <br /> K <br /> E_ <br /> 0 <br /> l-- <br /> Y <br /> w- <br /> a <br /> 0 <br /> - <br /> o—30 <br /> J- <br /> K <br /> W- <br /> m <br /> o <br /> v <br /> <c <br /> is-35 <br /> o Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> o - 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> N 3. Refer to"Soil Classification System and Key'figure for explanation of graphics and symbols. <br /> a <br /> 777X Composite Wing Figure <br /> IALANDAU Fabrication Center Log of Boring B-22-14 Q_2 <br /> ASSOCIATES Everett,Washington /1 '7 <br />