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B-26-14 <br /> LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE Moisture Content(%) <br /> Plastic Liquid <br /> Limit I • <br /> • I Limit <br /> a5 o Hollow-Stem Auger 10 20 30 40 <br /> s o a o Drilling Method: ♦SPT N-Value <br /> E 3 h o T E Ground Elevation(ft): 536.35 o Non-Standard N-Value <br /> to >, m 10 20 30 40 <br /> w -m fl-w o. rn o 73 a rn S X Fines Content(%)X <br /> a) a) is m a`) w Logged By: CTM Date: 04/12/14 2 <br /> o w w As w COI— 0D 0 10 20 30 40 <br /> -0 - AC \3 inches of asphalt pavement _ <br /> —535 SM Gray,gravelly,very silty SAND(medium <br /> _ - dense to dense,damp to moist) _ <br /> _ a W=7 (FILL) a - • <br /> _ - S 1 b2 18 <br /> - o - <br /> -5 - w <br /> _ S-211 b2 26 GSa z • ♦ X <br /> —530 _ <br /> iu <br /> _ S 3 b2 34 7,7 2 ♦ <br /> jJ 0 - <br /> —10 - W=10 —....• <br /> S-47 b2 29 <br /> —525 - <br /> SM Gray,gravelly,silty g."-A-70 a(very V' - <br /> _ - dense,damp) _ <br /> (GLA ' <br /> —- 15 - — <br /> _ -- S-51 b2 59 _ 59- <br /> -520 - <br /> I_ _ <br /> QaQ <br /> o_ r- - <br /> (7 - _ <br /> I-- M1 <br /> —20 6 — 50/ <br /> °- _ S-61 b2 60l W_11 - • 6"� <br /> o <br /> -515 <br /> co <br /> J- _ <br /> O <br /> 50/ <br /> o—25 _ S-7=] b2 50l <br /> 6" <br /> N_ -510 - <br /> o _ <br /> rn _ <br /> w <br /> o- <br /> - 50/ <br /> o—30 S-817 b2 •50/ W=10 _ — • aeY <br /> J_ - 5„ GS <br /> w- - <br /> y_ —505 <br /> w <br /> w- <br /> o <br /> o - <br /> F. _ _ <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-26-14 A-28 <br /> ASSOCIATES Everett,Washington (1 of 2) <br />