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B-3-14 <br /> LAI Project No:1423002.010 <br /> Moisture Content(%) <br /> SAMPLE DATA SOIL PROFILE Plastic Liquid <br /> Limit I • I Limit <br /> 10 20 30 40 <br /> m Drilling Method: Hollow-stem Auger <br /> _ a m .o o A SPT N-Value A <br /> 3 o H o a E Ground Elevation(ft): 532.12 N 0 Non -Standard <br /> cn >. 10 20 30 40 <br /> c z > 0 3 <br /> O. a) - N L\ a7 0 Cn -O <br /> m o.m E. N ❑ L cn c X Fines Content(%)X <br /> a) 2 co co o a`�i ,- � Logged By: BEC Date: 04/11/14 2.❑ w co xs cn co I- 0 D 0 10 20 30 40 <br /> -0 - ACAsphalt Pavement - <br /> - SM - <br /> - <br /> Gray,gravelly,silty,fine SAND with trace _ <br /> - <br /> cobbles(dense to very dense,damp) _ <br /> _530 (FILL) - <br /> II . <br /> 50 <br /> _ _ S-1 b2 50 GS X <br /> - S2b247W=9 <br /> `m <br /> - —525 SM Light brown and gray,gravelly,silty,fine to m - 50/ <br /> 50/ medium SAND(verydense,moist) a <br /> S-3I b2 W=7 c - • 6"� <br /> 6„ (GLACIAL TILL) o <br /> - - 0 - <br /> 10 <br /> 0/ = 90/ <br /> S-4 9 <br /> b2 1°1 10"� <br /> -trace cobbles <br /> —520 - <br /> —- 15 - S-5 b2 6 50/ -tra - _ 50/ <br /> 6.. <br /> x- Boring Completed 04/11/14 <br /> n.- Total Depth of Boring=16.0 ft. ,,. <br /> x <br /> I-- <br /> o—20 <br /> z <br /> J_ <br /> 0 <br /> 'a <br /> o—25 <br /> N <br /> o <br /> o- <br /> M <br /> N- <br /> a <br /> -or _ <br /> 0 <br /> r- <br /> Y <br /> rA- <br /> W <br /> 0- <br /> - <br /> o—30 <br /> J_ <br /> _, <br /> K <br /> W- <br /> n <br /> U <br /> v <br /> to- <br /> '—- 35 <br /> Z.. 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 /> o 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 /> IIALANDAU Fabrication Center Log of Boring B-3-14 Q_5 <br /> ASSOCIATES Everett,Washington <br />