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B-20-14 LAI Project No:1423002.010 <br /> Moisture Content(%) <br /> SAMPLE DATA SOIL PROFILE Plastic Lpmd <br /> Limit I •---1 Limit <br /> at o Hollow-Stem Auger 10 20 30 40 <br /> Drilling Method: <br /> � m � o A SPT N-Value A <br /> " E 0- E -0 A Non-Standard N-Value 0 <br /> -_ o a E Ground Elevation(ft): 533.92 <br /> rn >. 10 20 30 40 <br /> E. o 92 at m . to 3 <br /> -� -m ci as o N 0 a co c X Fines Content(%)X <br /> o w co ca cc m - (0 co Logged By: DHF Date: 04/11/14 10 20 30 40 <br /> -0 T-\AC \4 inches of asphalt pavement /— _ <br /> - <br /> Brown-gray,silty,fine to medium SAND with - <br /> gravel(medium dense to very dense,moist) _ <br /> - - (FILL) <br /> 1I b2 26 W=10 _ • <br /> - —530 2 - <br /> - - o - <br /> —5 - 0 — <br /> W=11 -with trace gravel to <br /> _ 21 b2 15 GS o z _ •♦ X <br /> `m <br /> -30 <br /> 31 b2 44 W=13 0 _ • <br /> - —525 0 - <br /> -10 - - <br /> - _ 4 I b2 23 GS 1 - • A X <br /> -harder drilling at 1 <br /> - --520 - <br /> -- 15 — <br /> _ 5lir b2 52 W=14 _ • 52- <br /> x <br /> ga <br /> 0 <br /> � —515 - <br /> - <br /> - - <br /> 0-20 - a _ <br /> — _ 6 b2 37 WGS 0 _ • 1C <br /> m_ _ <br /> a.- —510 <br /> (-9— _ <br /> 0 <br /> —25 <br /> 0. -red-brown,silty fine to coarse SAND at 25' <br /> 00- _ 7� b2 29 bgs _ A <br /> ✓_ - -minimal recovery due to rock in sampler - <br /> E.- - <br /> 0 <br /> F-— — — <br /> Y <br /> W —505 <br /> l- <br /> SM Brown,silty,fine to coarse SAND with gravel <br /> o—30 - (very dense,moist) — 50/ <br /> w_ = 84 b2 60/ W=7 (GLACIAL TILL) _ • 6",a <br /> in- — — <br /> c <br /> y_ -very hard drilling <br /> m <br /> o <br /> —500 - <br /> - 50/ <br /> in—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 Gassification 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-20-14 A-22 <br /> ASSOCIATES Everett, Washington (1 of 2) <br />