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N <br /> N <br /> E <br /> O <br /> m <br /> Q <br /> N <br /> O <br /> O <br /> O <br /> N <br /> O <br /> N <br /> 0 60 000 <br /> LU For classification of fine-grained soils <br /> r and fine-grained fraction of coarse-grained <br /> soils. / <br /> CL 50 / .10 <br /> / G <br /> a_ <br /> 40 / <br /> X / <br /> W / <br /> Z / <br /> F 30 ;00�U / <br /> F / <br /> U / <br /> a 20 / <br /> / MH o OH <br /> 10 / <br /> 7 — <br /> 4 i A ML or OL <br /> 0 Chart Reference:ASTM D2487 <br /> 0 10 16 20 30 40 50 60 70 80 90 100 110 <br /> LIQUID LIMIT(LL) <br /> z <br /> O <br /> Y <br /> Exploration ID Depth(ft.) Sample Number Sample Description Passing LL PL PI <br /> #200 <br /> L <br /> W B-1 5.5 3A NM 41 25 16 <br /> H <br /> J <br /> M is B-2 1.5 1B NM 52 23 29 <br /> W <br /> U <br /> M A B-5 15.5 5B NM 32 29 3 <br /> O <br /> X B-7 4 2A NM 55 28 27 <br /> coco <br /> a <br /> Q <br /> o LU <br /> o W <br /> � m <br /> o U, <br /> o <br /> N LLI <br /> J <br /> W Y <br /> m <br /> z J <br /> z � <br /> U N <br /> W o <br /> 0 N <br /> O Y <br /> K <br /> a a <br /> cc <br /> m <br /> z Testing performed in general accordance with ASTM D4318. <br /> NP=Nonplastic <br /> NA=Not Available <br /> Of <br /> C <br /> NM=Not Measured <br /> N, PROJECT No.: ATTERBERG LIMITS FIGURE <br /> 20210067.001A <br /> E Y <br /> iu <br /> WA <br /> DRAWN BY: GG B_2 <br /> Y'< (000� SCK Air Cargo Facility <br /> iL Bright People.Right Solutions. CHECKED BY: JW S. B Street and Earhart Avenue <br /> F, � �� Stockton,Califonria <br /> F- z DATE: 4/27/2020 <br /> m m <br />