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g-19-14 LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE PiaMoisture Content(%) <br /> Lquid <br /> Limit I-• I Limit <br /> `m o Hollow-stem Auger 10 20 30 40 <br /> .0 o Drilling Method: A SPT N-Value♦ <br /> E Q- E A Non-Standard N-Value 0 <br /> _ z_ om E Ground Elevation(ft): 534.69 m 10 20 30 40 <br /> - g m 2g i - . CO -3a <br /> s m Q at e- rn o *-E cn c X Fines Content(%)X <br /> a) a)a) m m o a`) m co Logged By: JDE Date: 04/12/14 2 <br /> o 1- COas CO m 1-- 0n 0 10 20 30 40 <br /> —0 <br /> AC/ \3 1/2 inches of asphalt pavement <br /> - SM <br /> Brown,silty,sandy GRAVEL(loose,moist) _ <br /> - (FILL) - <br /> W=14 • X <br /> _ - S-1 b2 4 GS SM Gray,silty,fine to coarse SAND with gravel <br /> _ (loose,wet) _ <br /> - —530 (WEATHERED GLACIAL TILL) - <br /> -5 -grades to medium dense and moist <br /> S-211 b2 27 W 11 _ • ♦ <br /> -grades to brown <br /> W=11 <br /> - S-31 b2 27 GS - • A X <br /> —10 —525 — <br /> W=10 SM Brown and gray,silty,fine to •a-.SAN• - • 59 <br /> S-41 b2 59 with gravel(very dense, •' _ AL <br /> (GLACI'.' - <br /> -grades to gray _ <br /> —15 —520 = — 50/ <br /> S-51 b2 560/ W=6 - • s.._ <br /> Boring Completed 04/12/14 <br /> a-- Total Depth of Boring=16.0 ft. <br /> 4a_ <br /> (0— <br /> x <br /> I— _ <br /> a—20 , <br /> J- <br /> ` - �. vat <br /> za--=o} <br /> Fe- <br /> o <br /> rn_ <br /> a_ tio, <br /> O- <br /> —25 �' <br /> 0 <br /> O <br /> M <br /> N- <br /> ta.— <br /> O <br /> F-— <br /> Y <br /> Ui— <br /> w <br /> P— <br /> - <br /> o—30 <br /> J- <br /> J <br /> W_ <br /> (n- <br /> K <br /> W- <br /> V)_ <br /> /3 <br /> ,T <br /> co <br /> —35 <br /> o Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> 0 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-19-14 A-2 <br /> ASSOCIATES Everett,Washington <br />