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B-28-14 LAI Project No:1423002.010 <br /> Moisture Content(%) <br /> SAMPLE DATA SOIL PROFILE Plastic Lquid <br /> Limit I—I Limit <br /> I 10 20 30 40 <br /> 0 Drilling Method: Hollow-Stem Auger <br /> au0. <br /> o SPT N-Value <br /> _ ' T E Ground Elevation(ft): 534.71 ,8 Nonstand-Standard <br /> I— O 0 cn a 3 10 20 30 40 <br /> o 0 Z I\ ascn 0 <br /> w To o-a> a N o s co c X Fines Content(%)X <br /> a)• 0 ce 2 iu m co Logged By: CTM Date: 04/12/14 2 <br /> o w co xs co co 1— 0D 0 10 20 30 40 <br /> —0 _ AC \4 inches of asphalt pavement - <br /> SM - <br /> - Gray-brown,silty,gravelly SAND(medium _ <br /> dense to very dense,damp)(fill derived <br /> from till) <br /> _ C.S-1 11 b2 44 W=8 (FILL) m = • <br /> —5 —530 <br /> color change to gray,grading to gravelly, w 52 <br /> _ - S-21 b2 52 GS9 silty sand o - • <br /> z X <br /> - m`m <br /> - _ S-31 b2 29 W=10 aP. _ • <br /> U <br /> —10 —525 <br /> = S-4 b2 41 W=9 = • <br /> - - SM Gray to gray-brown, a. AND <br /> _- - (very dense,damp) _ <br /> - —520 (GLACIAL - <br /> —15 _ 50/ <br /> S-54 b2 50/ - 5 <br /> x - <br /> x- - <br /> ▪ _ <br /> —515 <br /> o-20 - ,;� m -r 6 inches of sampler - 52 <br /> c�_ S-6 b2 52 gra.I eery silty - <br /> °�°- Boring Completed 04/12/, <br /> o- Total Depth of Boring=21 m <br /> m_ <br /> 'a <br /> U' - <br /> 6—25 <br /> _ <br /> N <br /> O <br /> O <br /> C' <br /> N <br /> ,- <br /> 'a- <br /> O <br /> F-- <br /> Y <br /> N- <br /> W <br /> 0- <br /> -30 <br /> J <br /> tL- <br /> 3 <br /> co- <br /> cc <br /> tL- <br /> 7 <br /> 0 <br /> 0 <br /> 'Na <br /> 1.6—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-28-14 A-30 <br /> ASSOCIATES Everett,Washington <br />