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• <br /> B-21-14 <br /> LAI Project No:1423002.010 <br /> ' <br /> SAMPLE DATA SOIL PROFILE PlasticMoisture Content(%) <br /> Liquid <br /> Limit I • I Limit <br /> a` oHollow-Stem Auger 10 20 30 40 <br /> DrillingMethod: <br /> E a E —ten SPT N-Value <br /> c Z o a E Ground Elevation(ft): 539.36 0 Non-Standard N•VsIue <br /> R 0 >, co 3 10 20 30 40 <br /> tJ N a N U.- ca U Cl)L a <br /> m E E Z. N o t m c X Fines Content(%)X <br /> fa o m m m o a`> ,- � Logged By: DLO Date: 04/12/14 2 <br /> —0 <br /> o w u)o5 u) m I— 0) m c0 10 20 30 40 <br /> AC 2 inches of asphalt pavement over a 2 inch ///��� <br /> - _ SM \sand base / - <br /> Gray,very silty,gravelly,fine to medium <br /> _ - SAND(weathered ut till/fill),lookslike native - <br /> W=9 glacial till,but possibly re-worked suggesting � _ • X 83 <br /> S-1 b2 83 GS possible fill(very dense,moist) m <br /> (FILL) I <br /> — <br /> S21b2 73 W=8 = • <br /> SM Gray,very silty,fine to medium SAND with w - <br /> gravel(very dense,moist) f6 <br /> _ = _ 59 <br /> - S-3 b2 59 (WEATHERED GLACIAL TILLIGLAC • c - _ <br /> TILL) o <br /> _ —530 0 <br /> —10 S-41 b2 50/ W=5 • 5"A <br /> 5" <br /> _ SM Gray,silty,gravelly,fine m ;.ium SAND to <br /> - very silty,fine to med.,. . D wi gravel e _ <br /> - - (very dense,moist <br /> - (G IL <br /> —525 <br /> —15 - 50l <br /> s-5j b2 550/ 5,.Ak <br /> a- - — <br /> qa- - <br /> o- - - <br /> x - <br /> I-- <br /> _ —520 1 <br /> o—20 - 501 <br /> o_ - S-6 b2 5201 _ 2"AL <br /> 2- Boring Completed 04/12/14 <br /> co Total Depth of Boring=20.7 <br /> J_ <br /> cn <br /> U' _ <br /> o—25 <br /> cV- <br /> 0 <br /> O- <br /> M <br /> N- <br /> O <br /> F- <br /> ln- <br /> W <br /> r--- <br /> o- <br /> o—30 <br /> J_ <br /> _, <br /> W- <br /> co <br /> co- <br /> K <br /> W <br /> 7 <br /> U <br /> Nr <br /> m- <br /> '-35 <br /> `o Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> o 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-21-14 Q_23 <br /> ASSOCIATES Everett,Washington /� <br />