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Very dark grayish brown sandy silty CLAY 33 13 20 CL <br />Grayish brown sandy silty CLAY 37 12 25 CL <br />5150.100.101 <br />MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS <br />Project No.Client:Remarks: <br />Project: <br />Sample Number: B1@2.5' <br />Sample Number: B1@5.5' <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 />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />LIQUID LIMIT0102030405060 70 80 90 100 110 <br />CL-ML <br />CL or O <br />L <br />CH or <br />O <br />H <br />ML or OL MH or OH <br />Dashed line indicates the approximate <br />upper limit boundary for natural soils <br />47 <br />WA <br />T <br />E <br />R <br /> <br />C <br />O <br />N <br />T <br />E <br />N <br />T <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />NUMBER OF BLOWS5678910 20 25 30 40 <br />LIQUID AND PLASTIC LIMITS TEST REPORT <br />Depth: 2.5' <br />Depth: 5.5'Hana Japan Steakhouse, Pleasanton CA