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=== <br />=== <br />=== <br />MEDIUM FINE <br />LOCATION:n/a <br />64.9 <br />FINE COARSECOARSE <br />DEPTH (ft): <br />ATTERBERG LIMITS <br />PL = 18 <br />SAMPLE ID: <br />2.5 <br />1-TP5 <br />% FINES <br />SILT CLAY% +75mm % GRAVEL % SAND <br />D15 <br />ASTM D1140, Method B <br />PARTICLE SIZE DISTRIBUTION REPORT <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC.* <br />PERCENT <br />PASS? <br />(X=NO) <br />SOIL DESCRIPTION <br />Light grayish brown sandy CLAY <br />#200 64.9 <br />USCS: ASTM D2488 <br />Soak time = 180 min <br />Dry sample weight = 643.2 g <br />Largest particle size ≥ No. 4 Sieve <br />* (no specification provided) <br />LL = 36 PI = 18 <br />COEFFICIENTS <br />D90 D85 D60 <br />D50 D30 <br />REMARKS <br />CLASSIFICATION <br />USCS = <br />D10 Cu Cc <br />751 13th Street | San Francisco, CA 94130 | T: (925) 866-9000 | F: (888) 279-2698 | www.engeo.com <br />REPORT DATE:12/6/2022 <br />TESTED BY:Y. Cabrales <br />REVIEWED BY:G. Criste <br />CLIENT:330 Land Company, LLC <br />PROJECT NAME:Arroyo Lago <br />PROJECT NO:009785.004.001 -P:002 <br />PROJECT LOCATION:Pleasanton, CA <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />0.0010.010.1110100 <br />PE <br />R <br />C <br />E <br />N <br />T <br /> <br />F <br />I <br />N <br />E <br />R <br />GRAIN SIZE -mm. <br />6 <br />i <br />n <br />. <br />3 <br />i <br />n <br />. <br />2 <br />i <br />n <br />. <br />1 <br />½ <br /> <br />i <br />n <br />. <br />1 <br />i <br />n <br />. <br />¾ <br />i <br />n <br />. <br />½ <br />i <br />n <br />. <br />⅜ <br />i <br />n <br />. <br />#4 <br />#1 <br />0 <br />#2 <br />0 <br />#4 <br />0 <br />#6 <br />0 <br />#1 <br />0 <br />0 <br />#1 <br />4 <br />0 <br />#2 <br />0 <br />0 <br />See Test Pit Logs