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B-1-14 LAI Project No:1423002.010 <br /> Moisture Content(%) <br /> SAMPLE DATA SOIL PROFILE PILinnt Lpoid <br /> Limit I • I Limit <br /> 10 20 30 40 <br /> a) DrillingMethod: Hollow-stem Auger <br /> o_ a o ♦SPT N-Value <br /> A Non-Standard N•Vatue 0 <br /> =_ F o T E Ground Elevation(ft): 532.5 3 <br /> as <n > 10 20 30 40 <br /> O N 2 a) L`.. rd U Cl) a <br /> m a m a N in r u) c X Fines Content(%)X <br /> a) a)a) E m 2 iu m co Logged By: BEC Date: 04/11/14 <br /> ❑ w u)xs m m I— c� n 0 10 20 30 40 <br /> -0 AC/ \Asphalt Pavement /— _ <br /> SP <br /> - Light brown,gravelly,fine to medium SAND - <br /> with trace silt(loose to medium dense, - <br /> —530 damp) _ <br /> S-111 b2 14 W 5 (FILL) ro _• <br /> w <br /> 3 <br /> —5 <br /> S2 b2 17 GS 15 - X <br /> ��JJJJ Z <br /> Iu <br /> - —525 m 3 <br /> S-3A 111 b2 10 W=6 ——— 'o - •♦ <br /> S-3B b2 SP Light brown,gravelly,medium to co _ <br /> SAND with trace silt(loose,damp _ <br /> —10 _ -_ w=10 <br /> S 4 b2 9 0.°o. GP Light brown to gray,medi arse _- A <br /> - _ q_ sandy GRAVEL(loose, <br /> Boring Completed 04/11/14 <br /> Total Depth of Boring=11.5 ft. <br /> —- 15 <br /> I- <br /> U' _ <br /> 2 <br /> -- <br /> 3- <br /> 0—20 .� <br /> o <br /> z- <br /> Y <br /> m =r <br /> J .. <br /> Q <br /> u)_ <br /> a <br /> c9_ <br /> —25 <br /> 0- <br /> N— <br /> O <br /> O- <br /> M <br /> N- <br /> V <br /> 'a_ <br /> O <br /> i-- <br /> Y <br /> W <br /> 0- <br /> - <br /> o—30 <br /> J_ <br /> J <br /> W— <br /> o- <br /> cc <br /> W- <br /> n <br /> U <br /> cr <br /> co <br /> `°—35 <br /> 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 /> IALANDAU Fabrication Center Log of Boring B-1-14 /�-2 <br /> ASSOCIATES Everett,Washington /-� <br />