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qc IT/ft-21 fs IT/ft^21 u2 1111,I Su(gc)ITW21 N60 @tlows/Rl <br /> Classification by 0 100 200 300 0'2.04.0 6.0 8.0 0 100 200 300 0 2.0 4.0 6.0 0 20 40 60 80 10 <br /> Robertson 1986 <br /> a I I I I I <br /> $ I I I I I I I I <br /> p I I I I I I I I <br /> I I <br /> Clay(3) <br /> • I i I I I I I I I <br /> I I I I I I <br /> Very stiff fine grained(11) <br /> 1 <br /> I I I I <br /> Clay(3) <br /> I I I I <br /> ___i_ <br /> I I I I I <br /> I I <br /> Clay(3) 2 - --�-_r _ _�__�__ ____I__�_ __ _,___�_ _ _ _ - - - <br /> � I I <br /> I <br /> I I <br /> I I I I I I I I <br /> I I I I I <br /> . <br /> Clay(3) <br /> 25-- <br /> Clay(3) <br /> Clay(3) i <br /> I li <br /> Clayey silt to silty clay(5) <br /> I I I I I <br /> I ' <br /> Clayey silt to silly clay(5) 3 I I I <br /> Clay(3) I I I I I <br /> Clay(3) <br /> -Clay(3) 35-- <br /> Silty clay to clay(4) <br /> Clayey silt to silty clay(5) <br /> I I <br /> i <br /> II I I <br /> I I I I I i I I I I <br /> Clay(3) <br /> I I I I I I <br /> Very stiff fine grained(11) <br /> Clay(3) <br /> 1 I I <br /> I <br /> 45- <br /> Very <br /> Very stiff fine grained(11) <br /> I I <br /> I I I I I I <br /> I I I I <br /> Clay(3) <br /> Very stiff fine grained 11 5 r- <br /> I I I <br /> Clay(3) <br /> I I I <br /> • Very stiff fine grained(11) _ <br /> Sand to silty sand(8) <br /> I I <br /> Silty sand to sandy silt(7) <br /> I I I I <br /> Silty sand to sandy silt(7) _; <br /> 6 __ ____ _+_�_____ _____ I _ __----__I- <br /> +� <br /> I I I I <br /> I I I I II I I <br /> • - Very stiff fine grained If 1) <br /> 7 _ <br /> I I I I I I <br /> I I I I <br /> I I <br /> I I <br /> EL-1.,on Position: Ground level: Test no: <br /> J2 ockton,California CPT-1 <br /> CALIFORNIA PUSH D: Client: Date: Scale: <br /> TEC eNOI OGILS RDM Environmental 10/10/2013 1 :105 <br /> Cone No:4141 Project: Page: Fig: <br /> Tip area[ca21:10 3138 East Main Street 1/1 <br /> File: <br /> Sleeve arae[cm21:150 CPT-1.Cpd <br /> • <br />