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B-4-14 LAI Project No:1423002.010 <br /> o <br /> SAMPLE DATA SOIL PROFILE PlasticMisture Content(%) <br /> Liquid <br /> Limit I—A Limit <br /> 10 20 30 40 <br /> n .n o Drilling Method: Hollow-stem Auger A SPT N-Value <br /> >- E d Nonstandard N-Value <br /> _ z_ o as CI) E Ground Elevation(ft): 529.15 CO 10 20 30 40 <br /> g a� a a`) t� is C3 m <br /> :~ i6 Q at a. to 0 o 0) 3 X Fines Content(%)X <br /> o.o w in oS in m j Logged By: BEC Date: 04/11/14 10 20 30 40 <br /> -0 _ ACAsphalt Pavement / _ <br /> - SM <br /> - Mottled gray and light brown,very silty,fine - <br /> _ - to medium SAND with gravel(loose,wet) - <br /> (FILL) <br /> = S-1 11 b2 9 GS m _ A X <br /> —525 <br /> ���111Y�� 3 - <br /> -5 - SM Mottled brown and reddish brown,gravelly, § _ <br /> silty,fine to medium SAND(medium dense, W <br /> = S-211 b2 17 W=10 moist) o = <br /> z <br /> m <br /> — <br /> - SM Mottled brown and gray,very silty,fine to co - <br /> medium SAND with gravel(very loose, > v <br /> _- S-311 b2 15 W=12 3 - O♦ <br /> ���Jll 2 <br /> - —520 0 - <br /> -10 _ SM Mottled brown and reddish bro - el <br /> silty,fine to medium SAND I.se,we <br /> = S-411F b2 0 <br /> —515 SM Light brown,very silty, . edium SAND <br /> with gravel and interbed.-. medium to - <br /> -15 _ coarse_- , th gravel( = ense, — <br /> _ - S-5� b2 20 W=14 wet) ...„,*_„. . . -.-, <br /> z- _ ��JJ <br /> - <br /> o_ St t brown gravelly,fine to medium _ <br /> I D(dens ery dense,moist) <br /> - —510 <br /> - <br /> o_ 50 <br /> - <br /> o_ S-61 b2 50 * <br /> z <br /> o- <br /> m- Boring Completed 04/11/ <br /> o- Total Depth of Boring=21 <br /> in <br /> a. <br /> 6—25 <br /> N ' <br /> o <br /> o- <br /> N <br /> cr <br /> 'a_ <br /> 0 <br /> F-- <br /> Y <br /> N- <br /> W <br /> 0- <br /> o—30 <br /> J_ <br /> J <br /> W_ <br /> co- <br /> K <br /> W- <br /> rn_ <br /> U <br /> v <br /> in <br /> '—35 <br /> o Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> cNI 0 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> N 3. Refer to"Soil Gassification 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-4-14 A-6 <br /> ASSOCIATES Everett,Washington <br />