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B-29-14 LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE Moisture Content(%) <br /> Plastic LWu,d <br /> Limit I--'� I Limit <br /> a� o Hollow-Stem Auger 10 20 30 40 <br /> Drilling Method: ♦SPT N-Value <br /> o_ E o Non-Standard N-Value <br /> z— XI <br /> o ea CO Ground Elevation(ft): 535.76 tii CO10 20 30 40 <br /> 0 N 2 4) 'Di <br /> al CO a <br /> -C m o-a) 6. N E u) c X Fines Content(%)X <br /> o w in.5 (0 m F- 0 Logged By: CTM Date: 04/12/14 2 <br /> 10 20 30 40 <br /> 0 -—535 -- AC/ \3 inches of asphalt pavement <br /> SM <br /> _ - Gray,gravelly,very silty SAND(medium _ <br /> dense,damp) _ <br /> (FILL) <br /> a <br /> S11 b2 15 W=12 _ OA <br /> c <br /> g-5 — <br /> GS <br /> —530 S-21 b2 12 GS w z - X <br /> R <br /> -moist a <br /> S-3 b2 12 W=12 2 = ea <br /> 0 <br /> -1 SM Gray,silty,very gravelly SAND _ <br /> —525 S-4 b2 40 W=13 damp) _ • . <br /> (WEATHERED GLACI GLACIAL <br /> TI <br /> SM Gray,silt ,very gravelly >➢ ery dense, - <br /> damp) 50/ <br /> —15 S-5_ j b2 6' 'L TILL — s <br /> —520 <br /> a- - <br /> -� 50/ <br /> _i—20 Boring- 1Completedb250/1 1IL "IIIIItIPP <br /> 3 <br /> oo - b2 50l <br /> _ 2/14 <br /> F Total Depth of Boring=20.3 ft. <br /> m_ <br /> co 5_ <br /> b-25 <br /> N <br /> O = <br /> O- <br /> N- <br /> a ., <br /> 'a_ <br /> 0 <br /> 1-_ <br /> co <br /> W <br /> F- <br /> 0-30 <br /> w <br /> 'm- <br /> tr <br /> w- <br /> N_ <br /> D <br /> U <br /> cr <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 /> LANDAU Fabrication Center Log of Boring B-29-14 A-31 <br /> ASSOCIATES Everett,Washington <br />