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B-12-14 <br /> LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE Moisture Content(%) <br /> Plastic L,quid <br /> Limit I • I Limit <br /> m o Hollow-Stem Auger 10 20 30 40 <br /> a a a o <br /> Drilling Method: ♦SPT N-Value A <br /> c =_ H o >, E Ground Elevation(ft): 530.85 3 o Noy-standard N-Value o <br /> as to › 10 20 30 40 <br /> O a) Z N L\ a3 U CO -O X <br /> r m o-m a 3 o a CO S X Fines Content(%) <br /> aa) a) caa c m o ai f- CO Logged By: DHF _ Date: 04/10/14 0 <br /> o w co as co m i-- o D 0 10 20 30 40 <br /> _35 9-M- b2 50/ SM Gray,fine to medium SAND with silt,coarse _ 3"A <br /> _ —495 3" sand,and gravel(dense to very dense, _ <br /> _ - moist) _ <br /> - - (GLACIAL TILL) - <br /> _ • -gray,gravelly,with silt a _ <br /> 2 <br /> c� <br /> 50/ <br /> —- 40 _ 10= b2 502" -rounded 1/4"to 1"gravels in cuttings w _ ? , <br /> _ —490 z <br /> m - <br /> _ 3 <br /> c - <br /> - o <br /> 50/ <br /> —45 _ 11= b2 20/ <br /> —485 <br /> - _ 50/ <br /> 50/ <br /> —50 12- �b2 r\ 3„ / 3"A <br /> _ Boring Completed 04/10/14 <br /> Total Depth of Boring=50.3 ft. <br /> x- ��� <br /> x <br /> r_- <br /> 3 <br /> O—55 -__ .. . <br /> J <br /> O <br /> Z_ <br /> O- <br /> m_ <br /> J_ <br /> 'a <br /> C _ <br /> o—60 <br /> N <br /> O <br /> N- <br /> R <br /> O <br /> r—_ <br /> Y <br /> m— <br /> W <br /> — <br /> 0-65 <br /> J_ <br /> J <br /> W_ <br /> of- <br /> a <br /> W- <br /> y_ <br /> Li <br /> v <br /> m_ <br /> m—70 <br /> 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 /> 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-12-14 A-14 <br /> ASSOCIATES Everett,Washington (2of2) <br />