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B-1 3-1 4 LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE Moisture Content(%) <br /> Plastic Liquid <br /> Limit I-111/—I Limit <br /> 10, 20 30 40 <br /> 43 o Drilling Method: Hollow-stem Auger <br /> ca .n o A SPT N-Value <br /> O" E 4t A Nonstandard N-Value A <br /> z_ o T Ground Elevation(ft): 531.20 3 10 20 30 40 <br /> g at 2 d is 0 °) -o <br /> -c m a 5 a to 0 n (0 c X Fines Content(%)X <br /> 2 <br /> o w in a5 CO m I- 0 cri Logged By: BEC Date: 04/10/14 0 10 20 30 40 <br /> —35 SM Light brown,silty,fine to medium SAND with - 73 <br /> - S-9 I b2 73 gravel and trace cobbles(very dense,moist - A <br /> —495 to wet) _ <br /> (GLACIAL TILL) <br /> - a - <br /> nt <br /> a`t - <br /> c - <br /> m <br /> —40 ��JJJJJJ 91/ W=9 c — 91/ <br /> —490 S 10� b2 4" GS ° _ • <br /> ..- <br /> - X 4 <br /> - <br /> c - <br /> 0 <br /> o - <br /> —45 — 50/ <br /> S 11A b2 50/, - 5.5� <br /> —485 S-11B <br /> 84/ <br /> S-121 b2 84/1111" _ 11"A <br /> —50_ Boring Boring Completed 04/10/14 <br /> Total Depth of Boring=49.9 ft. <br /> x'- <br /> K- <br /> x <br /> 1-- ..:4*::": :.:32,.. .,.., <br /> 3- <br /> o—55R_ <br /> J- <br /> V, - <br /> Z <br /> cc <br /> _ <br /> m_ <br /> J_ <br /> 5 <br /> m_ <br /> 'a- <br /> O <br /> -—60 <br /> 0 <br /> N-- <br /> 0 <br /> - <br /> O <br /> CO <br /> N- <br /> a <br /> 'a_ <br /> O <br /> I-- <br /> Y <br /> CO- <br /> w <br /> - <br /> 0-65 <br /> J_ <br /> J <br /> w_ <br /> cn <br /> m- <br /> cc <br /> - <br /> N_ <br /> m <br /> O <br /> v <br /> io_ <br /> '—70 <br /> o Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> N 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 /> d <br /> 777X Composite Wing Figure <br /> IALANDAU Fabrication Center Log of Boring B-13-14 A-15 <br /> ASSOCIATES Everett,Washington (2of2) <br />