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B-1 A-14 <br /> LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE PlasMoisture Content(%) <br /> tic EVLimit I S I Limit <br /> a� o Hollow-stem Auger 10 20 30 40 <br /> Drilling Method: <br /> s a� � o A SPT N-Value A <br /> En '. T E Ground Elevation(ft): 532.5 o Nonstandard N-Value o <br /> � � cocn >. 10 20 30 40 <br /> o Z t; is Cl) -a <br /> L m a w a n a a u c X Fines Content(%)X <br /> o w co xs coo m H 0 Logged By: BEC Date: 04/11/14 CD 10 20 30 40 <br /> -0 -\ACAsphalt Pavement <br /> - SM N - <br /> Gray,gravelly,silty,fine to medium SAND - <br /> _ _ with trace cobbles(very dense,moist) _ <br /> - —530 (GLACIAL TILL) - <br /> G) <br /> - - G <br /> - - = - <br /> 0 - <br /> —5 - o — <br /> w _ <br /> - - z° - <br /> -- m`m <br /> - <br /> -525 3 <br /> a <br /> c <br /> 3 <br /> 0 - <br /> —10 - — 50/ <br /> - S-1 b2 50/ GS X 5..A <br /> —520 - <br /> —- 15 - 50/ <br /> S-211 b2 5/ W=8 - • 4 A <br /> a- —515 <br /> o- <br /> F_ . ,very a a to medium SAND with _ <br /> - _ el with tra ebbles(very dense,moist) _ <br /> 0—20 - 88/ <br /> _,- S-31 g2 9/ W=10 - 0 9"n <br /> z <br /> —I— —510 <br /> o- - <br /> c - <br /> n_ _ <br /> CD- - <br /> -25 — 50/ <br /> N- - S-4 b2 50/ W= - • 5,.- <br /> o- <br /> Co_ <br /> Boring Completed 04/11/14 <br /> o- Total Depth of Boring=25.9 ft. <br /> Y <br /> (n- <br /> W <br /> F- <br /> o—30 <br /> J_ <br /> J <br /> m- <br /> cc <br /> W- <br /> n <br /> o <br /> d <br /> co <br /> E.—- 35 <br /> E Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> c 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 /> v <br /> 777X Composite Wing Figure <br /> IALANDAU Fabrication Center Log of Boring B-IA-14 A-3 <br /> ASSOCIATES Everett,Washington <br />