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B-8-14 LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE Plastic <br /> Moisture Content(%)Lquid <br /> Limit I • I Limit <br /> 4-5 <br /> 10 20 30 40 <br /> o Drilling Method: Hollow-Stem Auger <br /> - a) -o o g A SPT N-Value A <br /> m 'o. a E Ground Elevation ft: 528.46 <br /> d Non-Standard N-Value <br /> z— $ m u) > O CC; <br /> 10 20 30 40 <br /> 4 a> • a� L\ i6 0 U7 -o <br /> .c .co o-m a w 0 z co c X Fines Content(%)X <br /> aa) m E m o at m ° Logged B DHF Date: 04/10/14 2 <br /> o w co crs co m I- c� 7 99 y. Cl 10 20 30 40 <br /> —0 <br /> _ - UMW AC �6 inches of asphalt pavement - <br /> - SM/ - <br /> - ML Gray-brown,silty,fine SAND to SILT with _ <br /> _ fine sand,with medium to coarse sand - <br /> (loose to very dense,moist to wet) <br /> —525 <br /> 11![ b2 10 GS (FILL) _ X <br /> —5 -gravelly <br /> n <br /> 2 b2 3 W=2 4. <br /> brown,occasional 1/8"black organics <br /> —520 3lir b2 15 W=14 <br /> —- 10 <br /> 4 I b2 39 = <br /> —515 - <br /> -15 _ m.avel <br /> 51 b2 48 _ <br /> x - <br /> 0_ —510 <br /> i-- - - <br /> 50/ <br /> o-20 6 b st)/ Ity,fine SAND with occasional 6AI <br /> 0- gra - - ense,moist to wet) <br /> Ea- Boring Completed 04/10/14 (GLACIAL TILL) <br /> / <br /> o- Total Depth of Boring=20.5 ft. <br /> m -ter on outside of sampler <br /> o- <br /> rn_ <br /> 0-25 <br /> N <br /> O <br /> O <br /> N— <br /> V <br /> 'a_ <br /> O <br /> r— <br /> Y <br /> rn— <br /> Li <br /> 0- <br /> - <br /> 0-30 <br /> 7_ <br /> J <br /> W_ <br /> K <br /> w- <br /> N_ <br /> 7 <br /> U <br /> V <br /> 16-—35 <br /> o, Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> cV g 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-8-14 /�A_1 0 <br /> ASSOCIATES Everett, Washington <br />