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B-5-14 LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE Plas Misoisture Content(%) <br /> Lgmd <br /> Limit �-A Limit <br /> 10 20 30 40 <br /> t) 5 Drilling Method: Hollow-Stem Auger <br /> s at - o A SPT N-Value A <br /> 0. E d 0 Nonstandard N-Value <br /> z m o T E Ground Elevation(ft): 527.78 3 <br /> m cn > 16 10 20 30 40 <br /> o at m CO -a <br /> m o- fl N o :E co co c X Fines Content(%)X <br /> 2 <br /> o w in.5 co 2 N 0 Logged By: DHF Date: 04/10/14 0 10 20 30 40 <br /> —35 9 MI b2 50/ SM Brown-gray,silty,fine SAND with medium to _ 6", <br /> - 6" coarse sand and gravel(very dense,moist) _ <br /> - _ (GLACIAL TILL) - <br /> _ - -gravelly,1/2"rounded gravels in cuttings _ <br /> —490 -o - <br /> 2 <br /> `m - <br /> - <br /> - <br /> c3 - 50/ <br /> —40 _ 10 ZC b2 4 -broken rock in sampler,continued gravelly w "4A <br /> - cuttings o _ <br /> - _ z <br /> —485 0 <br /> o - <br /> - 50/ <br /> —- 45 _ 11= b2 510/ 1••Ak <br /> —480 <br /> —- 50 50/ <br /> 124 b2 560/ - 6,.- <br /> Boring Completed 04/10/14 ' <br /> a- Total Depth of Boring=51.0 ft. <br /> x <br /> F-- <br /> o—55 s; <br /> z_ <br /> K <br /> o_ <br /> co a <br /> b—60 <br /> N <br /> O <br /> O- <br /> M <br /> N- <br /> q <br /> as_ <br /> O <br /> F-- <br /> Y <br /> (n- <br /> F- <br /> o—65 <br /> J- <br /> co- <br /> re <br /> W- <br /> m_ <br /> D <br /> U <br /> v- <br /> —70 <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> N 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> o <br /> o <br /> 3. Refer to"Soil Classification System and Key'figure for explanation of graphics and symbols. <br /> N <br /> R <br /> 777X Composite Wing Figure <br /> IALANDAU Fabrication Center Log of Boring B-5-14 A-7 <br /> ASSOCIATES Everett, Washington (2 of 2) <br />