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B-1 4-1 4 LAI Project No:1423002.010 <br /> Moisture Content(%) <br /> SAMPLE DATA SOIL PROFILE P,as;c LW <br /> Limit I • I Limit <br /> 10 20 30 40 <br /> 8 L <br /> Drilling Method: Hollow-Stem Auger. N o ♦SPT N-Value.� �N, 0 NonstandardN-ValueL <br /> E Ground Elevation(ft): 532.19 mcrs >.wi 2 m 2i cnm CO c X Fines Content(%)Xaa) .1) m m ° m co Logged By: CTM Date: 04/12/14 00 w cn.5 (I) CO I- D (9 10 20 30 40 <br /> -0 AC 8 inches of asphalt in two distinct layers <br /> _ SM Gray,very silty SAND with fine gravel - <br /> (dense,damp) - <br /> -530 W 9 (FILL)- a - <br /> _ _ S-1 11 b2 35 GS m • A X <br /> - - 4 W 4 c4 <br /> 5 <br /> --rock in sampler tip,poor recovery w -0 <br /> S-2 b2 49 0 A <br /> z - <br /> --gravelly drill action at 6.5 ft m _ <br /> —525 3 <br /> a <br /> S 311 b2 41 GS9 2 _ • A X <br /> 0 <br /> —10 --medium dense <br /> S-411 b2 24 W=10 • <br /> R <br /> —520 <br /> —15 _ <br /> II b2 37 W=11 • • <br /> a- 1515 <br /> t-x- <br /> 0-20 i — <br /> o <br /> z_ _ S-6 j b2 ' 48 _ A <br /> m- Boring Completed 04/12/ <br /> 3- Total Depth of Boring=21 <br /> m_ <br /> 'a- <br /> U_ <br /> —25 <br /> 0 <br /> N <br /> O <br /> O_ <br /> M <br /> N- <br /> V <br /> 'a <br /> 0 <br /> F-- <br /> w <br /> W <br /> 0- <br /> F- <br /> o—30 <br /> J- <br /> J <br /> W_ <br /> f/ - <br /> K <br /> W- <br /> n <br /> U <br /> y <br /> m <br /> "'—35 <br /> o Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> 0 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-14-14 A-1 6 <br /> ASSOCIATES Everett,Washington <br />