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B-2-14 LAI Project No:1423002.010 <br /> M <br /> SAMPLE DATA SOIL PROFILE Plasticoisture Content(%) <br /> r <br /> Limit I"� M <br /> I Limit <br /> 10 20 30 40 <br /> a a o Drilling Method: Hollow-stem Auger A SPT N-Value <br /> $ O- E n d /1 Non-Standard N-Value 0 <br /> 3 I-- o , to Ground Elevation(ft): 532.18 3 10 20 30 40 <br /> $ o m2 a m 9 to <br /> r m o a) o- In ❑ -E CO 3 X Fines Content(%)X <br /> aa) m m m m f6 Logged B BEC Date: 04/11/14 2 <br /> 0 w co rn m I— c7 ❑ gg ' 0 10 20 30 40 <br /> -0 _ \AC/ \Asphalt Pavement _ <br /> - SM - <br /> Gray,gravelly,silty,fine to medium SAND- _ <br /> —530 (dense,moist) _ <br /> (FILL) <br /> _ _ S-1 b2 46 GS _ X <br /> - I c _ <br /> - 3 <br /> —5 _ SM Gray,silty,gravelly to very gravelly,fine to c — 93/ <br /> gg/ medium SAND with trace cobbles(very w 11" <br /> - _ S-2 b2 11„ W=6 dense,moist) z - • A <br /> jjjJJJ (GLACIAL TILL) - <br /> -525 3 50/ <br /> - S-3111 b2 50/ W=8 3 5.,- <br /> o <br /> —10 <br /> 50/ <br /> S-4 4 b2 5 5"� <br /> 50/ <br /> -—- 15 - 5-5= b2 50/ -with. .,... .ray,medi :� „ ...rse _ 3"� <br /> 3" , \SAND • i , <br /> Boring Completed 04/11/14 <br /> = Total Depth of Boring=15.8 ft. <br /> 0 <br /> I <br /> I- <br /> - <br /> o—20 � <br /> o <br /> co <br /> R <br /> 0_ <br /> q-—25 <br /> tV <br /> O <br /> O- <br /> MtaMT- <br /> N- <br /> R_ <br /> O <br /> I-- <br /> W <br /> F- <br /> o—30 <br /> J_ <br /> J <br /> W_ <br /> m- <br /> Li,- <br /> m_ <br /> D <br /> U <br /> c <br /> io <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-2-14 A_/� <br /> ASSOCIATES Everett,Washington /'1 T <br />