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B-24-14 LAI Project No:1423002.010 <br /> Moisture Content(%) <br /> SAMPLE DATA SOIL PROFILE Plastic Lquid <br /> Limn I-�•�—I Limit <br /> a� oHollow-Stem Auger 10 20 30 40 <br /> DrillingMethod: <br /> _ -fl a� � o A SPT N-Value A <br /> 0' d)) A Nonstandard N•Value A <br /> _ $ ' o— as T Ground Elevation(ft): 540.99 ca 10 20 30 40 <br /> o m Z a) li RI 0 Cl) <br /> s CO o-a) o- N 0 n Cr) 3 X Fines Content(%)X <br /> iu 9 m m o iu RI ' Logged By: DLO Date: 04/12/14 2 <br /> -0 AC 5 inches of asphalt pavement over 7 inches _ <br /> —540 of sand base,wet sand below the asphalt <br /> SM/ \pavement <br /> _ _ ML <br /> Gray,very silty,fine SAND with gravel to <br /> very sandy SILT with trace gravel(very v _ 78 <br /> S-11 b2 78 W=10 Pi, <br /> - • <br /> dense/hard,moist) �, * <br /> SM (GLACIAL TILL) J o - <br /> - <br /> -5 - <br /> Gray,very silty,fine SAND with gravel(very w — 87/ <br /> - S-21 b2 10"87/ GS9 dense,moist) - • 111� <br /> —535 <br /> z° <br /> a - <br /> 3 <br /> _ a <br /> SM Gray,very silty,fine to medium SAND o _ <br /> gravel(very dense,moist) 2 - <br /> —- 10 - <br /> 530 S-3 1 b2 69 W=9 = • 69- <br /> - - _ - 50/ <br /> —15 - <br /> - S-4 7 b2 50/ _ 4'A <br /> Boring Completed 04/12/14 <br /> x_ Total Depth of Boring=15.8 ft. <br /> x <br /> r- <br /> 9—20 = - <br /> Da <br /> Q <br /> o—25 <br /> 0 <br /> N <br /> O <br /> O- <br /> O <br /> N- <br /> V <br /> a.- <br /> O <br /> H- <br /> co <br /> w <br /> lL <br /> 0- <br /> F- <br /> o—30 <br /> J- <br /> lL- <br /> ca <br /> tY <br /> w <br /> rn <br /> U <br /> V.- <br /> "5-- 35 <br /> E 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 /> • <br /> 777X Composite Wing Figure <br /> IALANDAU Fabrication Center Log of Boring B-24-14 4_26 <br /> ASSOCIATES Everett,Washington /1 <br />