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B-11-14 <br /> LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE Plastic Content(%)Lpuid <br /> Limit I • I Limit <br /> a� o Hollow-Stem Auger 10 20 30 40 <br /> .n m o Drilling Method: ♦SPT N-Value <br /> 0- E a 8 A Non-Standard N-Value A <br /> ai -5al cn Ground Elevation(ft): 532.56 3 10 20 30 40 <br /> o s L `m t\ 0 co -o <br /> w m o-m n- to o - CO g X Fines Content(%)X <br /> a, m m- m 2 m f a - co Logged By: DHF Date: 04/11/14 2 <br /> a w co xs cn co - 0I D 0 10 20 30 40 <br /> -0 _ �AC \4 inches of asphalt pavement /— - <br /> - SM - <br /> Brown and gray,silty,fine to medium SAND - <br /> - _ with coarse sand(medium dense,damp to - <br /> -- —530 moist) - <br /> a _ <br /> _ _ (FILL)1 11b2 33 W=9 `m •_ • A <br /> c - <br /> —5 -with red mottling,1"zone of moderately w _ <br /> _ 21 b2 19 WGS 3 decomposed wood debris 5 - <br /> a • A X <br /> z <br /> —525 SM Gray to grayish brown,silty,fine to medi , 53 <br /> _ 31 b2 53 W=11 SAND with coarse sand(dense to vet o - • A <br /> dense,damp) 0 - <br /> (GLACIAL TILL) - <br /> 10 -some 1/8"dark brown spot .t e.gs <br /> 4I b2 47 W=10 • <br /> - —520 - <br /> • <br /> —15 _ 5T b2 50/ W=11 50/ <br /> - • Y <br /> 2" GS <br /> 28 <br /> FL —515 <br /> 50/ <br /> 0—20 - — <br /> °- - 6• b2 fi/ W=7 - • 6,._ <br /> z , <br /> °_a- —510 An= <br /> � <br /> 5 <br /> a' <br /> a- - <br /> 6 50/ <br /> N-25 _ 7 b2 �0/ 2,�- <br /> o- <br /> m <br /> v- Boring Completed 04/11/14 <br /> a_ Total Depth of Boring=25.7 ft. <br /> 0 <br /> cn <br /> V7 <br /> Ili <br /> 0- <br /> oiI <br /> J- <br /> J <br /> W- <br /> m <br /> U <br /> v <br /> <o <br /> ' <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 /> 777X Composite Wing Figure <br /> IALANDAU Fabrication Center Log of Boring B-11-14 A-1 3 <br /> ASSOCIATES Everett,Washington <br />