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=== <br />=== <br />=== <br />FINE COARSE <br />DEPTH (ft): <br />COARSE MEDIUM FINE <br />65 <br />ATTERBERG LIMITS <br />PL = <br />SAMPLE ID: <br />36-36.5 <br />1-B3@36-36.5 <br />21329 <br />% FINES <br />SILT CLAY <br />% +75mm % GRAVEL % SAND <br />D15 <br />ASTM D6913, Method A <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 />See exploration logs <br />⅜ in. <br />#4 <br />#10 <br />#20 <br />#40 <br />#60 <br />#100 <br />#140 <br />#200 <br />100 <br />98 <br />97 <br />96 <br />94 <br />89 <br />80 <br />72 <br />65 <br />* (no specification provided) <br />LL = PI = <br />COEFFICIENTS <br />D90 0.2786 mm D85 0.1992 mm D60 <br />D50 D30 <br />REMARKS <br />CLASSIFICATION <br />USCS = <br />D10 Cu Cc <br />3420 Fostoria Way, Suite E | Danville, CA 94526 | T: (925) 355-9047 | F: (925) 355-9052 | www.engeo.com <br />REPORT DATE:1/29/2024 <br />TESTED BY:Y. Cabrales <br />REVIEWED BY:G. Criste <br />CLIENT:330 Land Company, LLC <br />PROJECT NAME:Arroyo Lago <br />PROJECT NO:9785.004.001 PH004 T001 <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