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B-6-14 <br /> LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE PlasMoisture Content(%) <br /> c Liquid <br /> Limit I • I Limit <br /> `di o Drilling Method: Hollow-Stem Auger <br /> i 10 20 30 40 <br /> a> _o z, ♦SPT N-Value A <br /> w 0 Non-Standard N-Value A <br /> z F o E Ground Elevation(ft): 528.61 3 10 20 30 40 <br /> t as0.a) a u, 0 t rn S X Fines Content(%)X <br /> aai 2c c m m m co Logged By: DHF Date:0 04/10/14 2 <br /> o W m.5 rn MI I-, 0D 0 10 20 30 40 <br /> -0 _ AC \4 inches of asphalt pavement <br /> - SM - <br /> - - Gray-brown,silty,fine SAND with coarse <br /> _ _ sand(medium dense to dense,damp) - <br /> (FILL) <br /> a <br /> - —525 1 lir b2 23 GS m _ A X <br /> _ c <br /> U <br /> —5 -some tan mottling w _ <br /> - - 211r b2 34 W=10 5 - <br /> • <br /> z <br /> a <br /> - —520 3 b2 27 GS eV o A X <br /> - <br /> -harder drilling at 9'bgs 0 _ <br /> —10 - <br /> 4-1- b2 42 W=9 • <br /> - —515 - <br /> —15 • -mois e fresh wo.._ . _-ck <br /> 51 b2 13 weath= . ..s - A <br /> x- <br /> 4a_ - <br /> 0_ <br /> x —510 <br /> -; <br /> 3 <br /> 0-20 - <br /> o_ "' mottling,SILT(stiff,moist) <br /> 0_ 6� b2 14 <br /> z cc <br /> o- <br /> cc,- Boring Completed 04/10/ <br /> p- Total Depth of Boring=21 <br /> tn_ <br /> 0 <br /> o—25 <br /> tV <br /> O <br /> O_ a <br /> M <br /> N- <br /> 7 <br /> a_ <br /> 0 <br /> F- <br /> Y <br /> CO- <br /> W <br /> 0- <br /> 0-30 <br /> _Ti_ <br /> _, <br /> w <br /> Lu- <br /> N_ <br /> 7 <br /> 0 <br /> v- <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 /> 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-6-14 A_Q <br /> ASSOCIATES Everett, Washington /� Q <br />