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B-1 5-1 4 LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE I Moisture Content(%) <br /> Plastic Liquid <br /> Limit 1-10-1 Limit <br /> il5 o Hollow-stem Auger 10 20 30 40 <br /> .n w a o Drilling Method: g A SPT N-Value A <br /> a- E a) d Nonstandard N-Value L <br /> c z o m Ground Elevation(ft): 535.33 m 10 20 30 40 <br /> O a 2 4) LL a a C -0 <br /> a n a) S. to ❑ :c co c X Fines Content(%)X <br /> aai °�' c m avi ` Logged B JDE Date: 04/12/14 2 <br /> ❑ w to o5 cn m c- ❑ gg y: 0 10 20 30 40 <br /> -0 —535 AC/ \2 1/2 inches of asphalt pavement /—' - <br /> - SM / - <br /> Gray,silty,fine SAND(medium dense, - <br /> _ -- moist) _ <br /> W=10 (FILL) <br /> _ S-1 b2 25 GS , _ • 53� <br /> _-5 —530 W=15 -with wood fragments below 5 ft w o S-2 b2 15 GS X <br /> z <br /> SM Gray,silty,fine to coarse SAND with gravel' f6 <br /> trace wood fragments(medium dense, a_ S-3 11 b2 14 W=12 moist) o - <br /> - •A <br /> - Illl���hhhh��� CO - <br /> —10 —525 <br /> _ _ S4� b2 12 WGS3 • X <br /> - -grades to mottled gray. s <br /> —15 —520 - <br /> _ _ S 5� b2 19 - <br /> x _ III <br /> - - <br /> 4a- <br /> 0- - _ <br /> x <br /> I-- - <br /> 3- _ - <br /> o <br /> —20 —515 _ <br /> o- - S-611 b2 21 W=12 - • <br /> z- - <br /> O- <br /> m- Boring Completed 04/12/ <br /> o- Total Depth of Boring=21, <br /> m <br /> a- <br /> 0_ <br /> b—25 <br /> N <br /> O <br /> O- <br /> N- <br /> V <br /> a_ <br /> O <br /> F- <br /> cn <br /> W <br /> - <br /> 0-30 <br /> w- <br /> m- <br /> ly <br /> w- <br /> m- <br /> 0 <br /> v- <br /> 1°—35 <br /> o Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> oi 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-15-14 Q_1 7 <br /> ASSOCIATES Everett,Washington <br />