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SOUNDING DATA IN IWE 98Z390 11 -09-98 138 <br /> OPERATOR = VIRGIL A . BAKER LOCATION = CPT-1 1` <br /> CONE ID = HO 684 TC U2 JOB No . = TULEBURG � � 4 <br /> V B I Insitu Testing Inc . _ <br /> DEPTH DEPTH TIP CORR TIP FRICTION FR RATIO PORE PR DIFF P P RATIO INC INTERPRETED N <br /> meters feet Qc tsf Qt tsf Fs tsf Fs/Qc % Pw psi (Pw-Ph)/Qc % I deg SOIL TYPE SPT <br /> 0 05 0 2 58 2 58 2 0 57 0 97 0 8 0 10 1 2 ' <br /> 0 10 0 3 64 0 64 0 0 98 1 53 0 5 0 Ob 0 7 silty sand to sandy silt 16 <br /> 0 15 0 5 28 6 28 6 1 28 4 50 0 3 0 07 2 2 clayey silt to silty clay 20 <br /> 0 20 0 7 31 8 31 9 1 61 5 06 2 3 0 52 0 8 clay 32 <br /> 0 25 0 8 41 1 41 2 1 99 4 84 4 4 0 78 0 5 clay 37 <br /> 0 30 1 0 41 7 41 7 2 14 5 12 3 0 0 51 0 2 clay 41 <br /> 0 35 1 1 45 6 45 7 2 49 5 45 7 3 1 16 0 2 clay 47 <br /> 0 40 1 3 59 0 59 3 3 00 5 09 18 3 2 23 0 1 silty clay to clay 39 <br /> 0 45 1 5 80 4 80 8 3 81 4 74 29 0 2 59 0 1 very staff fine grained (t) 76 <br /> 0 50 1 6 99 2 99 4 4 15 4 18 15 1 1 09 0 1 very staff fine grained ( ) 85 <br /> 0 55 1 8 87 9 88 1 3 74 4 26 9 8 0 80 0 1 very stiff fine grained { ) 85 <br /> 0 60 2 0 77 8 77 8 4 15 5 34 5 9 0 54 0 1 very staff fine grained ( ) 84 <br /> 0 65 2 1 98 1 98 2 4 79 4 88 3 2 0 24 0 1 very staff fine grained ( } 86 <br /> 0 70 2 3 94 3 94 4 4 81 5 10 5 8 0 45 0 1 very stiff fine grained ( ) 86 <br /> 0 75 2 5 76 1 76 1 3 79 4 99 3 9 0 37 0 1 very stiff fine grained ( ) 76 <br /> 0 80 2 6 68 2 68 2 3 20 4 69 2 5 0 27 0 1 very stiff fine grained ( ) 66 <br /> 0 85 2 8 62 1 62 1 2 99 4 81 1 2 0 14 0 0 salty clay to clay 40 <br /> 0 90 3 0 57 7 57 7 2 76 4 78 0 2 0 02 0 1 silty clay to clay 41 <br /> 0 95 3 1 73 5 73 5 3 62 4 92 0 0 0 00 0 1 very staff fine grained (#) 71 <br /> 1 00 3 3 91 5 91 5 3 95 4 32 0 4 0 04 0 1 clayey silt to silty clay 41 <br /> 1 05 3 4 94 5 94 6 3 80 4 02 4 3 0 33 0 1 ver; staff fire grained ( ) 82 <br /> 1 10 3 6 69 5 69 5 3 65 5 25 1 7 0 18 0 1 very stiff fine grained ( ) 76 <br /> 1 15 3 8 73 4 73 4 3 50 4 77 3 0 0 30 0 1 very stiff fine grained {#) 67 <br /> 1 20 3 9 66 2 66 3 2 87 4 34 8 3 0 91 0 1 clayey silt to silty clay 33 <br /> 1 25 4 1 65 6 65 8 2 90 4 42 16 4 1 80 0 1 clayey silt to silty clay 32 <br /> 1 30 4 3 70 7 70 8 2 72 3 86 7 6 0 78 0 1 clayey silt to silty clay 31 <br /> 1 35 4 4 58 1 58 2 2 77 4 77 6 1 0 76 0 1 clayey salt to silty clay 30 <br /> 1 40 4 6 59 4 59 5 2 32 3 90 5 7 0 69 0 1 clayey silt to silty clay 29 <br /> 1 45 4 8 64 2 64 3 2 16 3 36 5 8 0 65 0 1 clayey silt to salty clay 31 <br /> 1 50 4 9 72 7 72 8 2 48 3 41 4 5 0 45 0 1 clayey silt to silty clay 33 <br /> 1 55 5 1 67 0 67 1 2 53 3 77 3 7 0 40 0 1 clayey silt to silty clay 31 <br /> 1 60 5 2 57 1 57 1 1 93 3 38 3 8 0 48 0 1 sandy silt to clayey silt 23 <br /> 1 65 5 4 57 5 57 6 1 32 2 29 4 5 0 57 0 1 sandy silt to clayey silt 21 <br /> 1 70 5 6 49 2 49 3 1 12 2 27 3 0 0 44 0 1 sandy silt to clayey silt 19 <br /> 1 75 5 7 38 5 38 5 1 16 3 01 2 3 0 43 0 1 sandy silt to clayey silt 15 <br /> 1 80 5 9 32 2 32 2 1 28 3 99 2 2 0 48 0 1 clayey silt to silty clay 16 <br /> 1 85 6 1 30 2 30 2 1 27 4 21 1 7 0 42 0 1 clayey silt to salty clay 17 <br /> 1 90 6 2 45 3 45 3 1 38 3 05 3 1 0 50 0 1 clayey silt to silty clay 22 <br /> 1 95 6 4 64 0 64 0 2 20 3 44 2 6 0 29 0 1 clayey silt to silty clay 29 <br /> 2 00 6 6 75 5 75 5 2 72 3 60 2 0 0 19 0 1 clayey silt to silty clay 34 <br /> Soil interpretation reference Robertson b Campanella-1983, based on 60% hammer efficiency and 15 m sliding data average <br />