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B-27-14 LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE Plastic Moisture Content(%)Liquid <br /> Limit I • I Limit <br /> 10 20 30 40 <br /> m o Drilling Method: Hollow-Stem Auger <br /> a E ♦SPT N-Value <br /> = , ' T E Ground Elevation(ft): 536.28 L.Non-Standard N-Value 0 <br /> c z o o m to ( ) CO 10 20 30 40 <br /> o eZ e m 0 rn 1 <br /> 'm o- a Cl) Cl a U 3 X Fines Content(%)X <br /> o w co 06 in m I— 0 Logged By: CTM Date: 04/12/14 2 10 20 30 40 <br /> -0 I-\AC,—\3 inches of asphalt pavement / <br /> _ —535 Gray,gravelly,silty SAND(dense,damp) _ <br /> (FILL) - <br /> a <br /> S-1 1] b2 36 W=6 m - A <br /> II C. - <br /> - <br /> o - <br /> —5 0 <br /> W=7 to <br /> - - S-211 b2 40 GS z - • X <br /> -53o III"'111Y�� <br /> - - <br /> - <br /> - �JJ • <br /> 3 <br /> - <br /> a <br /> S-3� b2 41 2 A <br /> 0 <br /> —10 50/ SP- Gray,gravelly SAND with silt_ve v sense, - 2 <br /> S 4 b2 2„ W=6 SM damp to moist) <br /> —525 ��1JJJ.III (GLACI•_ - <br /> 15 — 50/ <br /> S-5 ill b2 560/ 6..... <br /> —520 <br /> - <br /> i- _ <br /> _ t samp,, <br /> F- • -velly dril _-- - <br /> 3 J - <br /> 0—20el ®- .lry silty SAND(very dense, — 81/ <br /> _ - S-61- b2 81� W=10 _ • 11"A <br /> z_ —515 <br /> co_ Boring Completed 04/12l <br /> J Total Depth of Boring=21 <br /> co_ <br /> 'a <br /> O- <br /> -25 <br /> tV <br /> O <br /> O- <br /> M <br /> N- <br /> V <br /> `a_ <br /> O <br /> I-- <br /> co <br /> W <br /> O- <br /> o—30 <br /> J- <br /> W- <br /> co <br /> rn- <br /> w <br /> w- <br /> rn <br /> 0 <br /> v- <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 /> M 3. Refer to"Soil Classification System and Key'figure for explanation of graphics and symbols. <br /> N <br /> V <br /> 777X Composite Wing Figure <br /> 1.4 LANDAU Fabrication Center Log of Boring B-27-14 A_2 <br /> ASSOCIATES Everett,Washington /-1 <br />