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<br />1-B1@23-23.5 <br />1-B1@36-36.5 <br />LIQUID AND PLASTIC LIMITS TEST REPORT <br />ASTM D4318 <br />1-B1@3-3.5 <br />1-B2@25.5-26 See exploration logs <br />SAMPLE ID <br />25.5-26 <br />TEST METHOD REMARKS <br />3420 Fostoria Way, Suite E | Danville, CA 94526 | T: (925) 355-9047 | F: (925) 355-9052 | www.engeo.com <br />1-B2@5.5-6 <br />1-B2@25.5-26 <br />PROJECT LOCATION: <br />PROJECT NO: <br />PROJECT NAME: <br />CLIENT: <br />REPORT DATE: <br />Y. Cabrales <br />G. Criste <br />TESTED BY: <br />REVIEWED BY: <br />Arroyo Lago <br />1-B1@36-36.5 See exploration logs 43 2236-36.5 <br />1-B2@5.5-6 See exploration logs 35 185.5-6 <br />1-B1@3-3.5 See exploration logs 31 183-3.5 <br />1-B1@23-23.5 See exploration logs 34 1823-23.5 <br />SAMPLE ID MATERIAL DESCRIPTION LL PL PIDEPTH (ft) <br />13 <br />16 <br />21 <br />17 <br />26 17 9 <br />330 Land Company, LLC <br />9785.004.001 PH004 T001 <br />Alameda, CA <br />1/29/2024 <br />PI: ASTM D4318, Wet Method <br />PI: ASTM D4318, Wet Method <br />PI: ASTM D4318, Wet Method <br />PI: ASTM D4318, Wet Method <br />PI: ASTM D4318, Wet Method <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />0 102030405060708090100110120130140 <br />PL <br />A <br />S <br />T <br />I <br />C <br />I <br />T <br />Y <br /> <br />I <br />N <br />D <br />E <br />X <br />LIQUID LIMIT <br />MH or OH <br />CH or OH <br />CL-ML ML or OL <br />CL or OL <br />Dashed Line indicates the approximate <br />upper limit boundary for natural soils