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=== <br />=== <br />=== <br />DEPTH (ft): <br />MEDIUM FINE <br />46.3 26.0 <br />SAMPLE ID: <br />4-4.5 <br />1-B4@4-4.5 <br />1.1 0.8 3.4 22.4 <br />% FINES <br />SILT CLAY <br />% +75mm % GRAVEL % SAND <br />COARSE FINE COARSE <br />ASTM D422 <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 />0.0303 mm. <br />0.0194 mm. <br />0.0115 mm. <br />0.0084 mm. <br />0.0060 mm. <br />0.0030 mm. <br />0.0013 mm. <br />100.0 <br />98.9 <br />98.1 <br />96.9 <br />94.7 <br />90.0 <br />82.6 <br />77.2 <br />72.3 <br />58.8 <br />54.9 <br />47.1 <br />39.3 <br />35.4 <br />27.9 <br />23.9 <br />ATTERBERG LIMITS <br />PL = 17 LL = 30 PI = 13 <br />COEFFICIENTS <br />D90 0.2500 mm D85 0.1770 mm D60 0.0328 mm <br />D50 0.0140 mm D30 0.0036 mm D15 <br />* (no specification provided) <br />Alameda, CA <br />REMARKS <br />CLASSIFICATION <br />USCS = CL <br />D10 Cu Cc <br />Silt/clay division of 0.002mm used <br />PI: ASTM D4318, Wet Method <br />3420 Fostoria Way, Suite E | Danville, CA 94526 | T: (925) 355-9047 | F: (925) 355-9052 | www.engeo.com <br />REPORT DATE:1/31/2024 <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: <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 />in <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