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<br />1-TP3@7 <br />1-TP4@4.5 <br />LIQUID AND PLASTIC LIMITS TEST REPORT <br />ASTM D4318 <br />1-TP1@2 <br />SAMPLE ID TEST METHOD REMARKS <br />751 13th Street | San Francisco, CA 94130 | T: (925) 866-9000 | F: (888) 279-2698 | www.engeo.com <br />1-TP5@2.5 <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-TP4@4.5 Light grayish brown clayey SAND 45 194.5 <br />1-TP5@2.5 Light grayish brown clayey SAND 36 182.5 <br />1-TP1@2 Light grayish brown clayey SAND 31 172 <br />1-TP3@7 Very dark grayish brown clayey SAND 31 197 <br />SAMPLE ID MATERIAL DESCRIPTION LL PL PIDEPTH (ft) <br />14 <br />12 <br />26 <br />18 <br />330 Land Company, LLC <br />9785.004.001 -P:002 <br />Pleasanton, CA <br />12/6/2022 <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 10 20 30 40 50 60 70 80 90 100 110 120 130 140 <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 <br />See Test Pit Logs <br />See Test Pit Logs <br />See Test Pit Logs <br />See Test Pit Logs