ARCHIVED REPORTS_XR0005668 - Laserfiche WebLink

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9�Zngo CPT-1 • 11-09-98 11 08 Pq 7 DEPTH DEPTH TIP CORR TIP FRICTION FR RATIO PORE PR DIFF P P RATIO INC INTERPRETED K meters feet Qc tsf Qt tsf Fs tsf Fs/0c % Pw psi (Pw-Ph)/Qc % I deg SOIL TYPE SPT 14 55 47 7 48 0 48 3 1 91 3 98 19 6 2 94 0 1 clayey silt to silty clay 25 14 60 47 9 57 0 57 3 2 28 3 99 19 2 2 42 0 I clayey silt to silty clay 26 14 65 48 1 57 7 57 9 2 13 3 69 17 2 2 15 0 1 clayey silt to silty clay 26 14 70 48 2 48 5 48 7 1 45 2 99 13 5 2 01 0 1 sandy silt to clayey silt 21 14 75 48 4 59 4 59 6 1 54 2 60 16 8 2 04 0 1 sandy silt to clayey silt 24 14 80 48 6 78 9 79 2 2 68 3 39 19 0 1 74 0 1 sandy silt to clayey silt 31 14 85 48 7 103 5 103 9 4 39 4 24 23 0 1 60 0 1 clayey silt to silty clay 48 14 90 48 9 121 2 121 6 4 77 3 94 26 0 1 55 0 1 very stiff fine grained (x) 106 14 95 49 0 106 6 107 0 4 70 4 40 26 1 1 76 0 1 very stiff fine grained ( ) 103 15 00 49 2 93 4 93 9 4 56 4 88 34 0 2 62 0 1 very stiff fine grained { ) 103 15 05 49 4 121 1 121 5 6 05 5 00 25 7 1 53 0 1 very stiff fine grained ( ) 116 15 10 49 5 150 0 150 5 6 61 4 41 34 0 1 63 0 1 very stiff fine grained ( ) 134 15 15 49 7 148 7 149 2 7 17 4 82 38 5 1 87 0 1 very stiff fine grained { } 143 15 20 49 9 149 6 150 3 7 90 5 28 47 7 2 30 0 1 very stiff fine grained ( ) 157 15 25 50 0 194 8 195 4 7 10 3 65 40 9 1 51 0 1 sand to clayey sand O 90 15 30 50 2 218 7 219 2 7 40 3 38 28 8 0 95 0 1 sand to clayey sand ( } 85 15 35 50 4 121 3 121 5 6 15 5 07 15 4 0 91 0 1 very stiff fine grained ( ) 133 15 40 50 5 77 4 77 5 3 93 5 08 11 5 1 07 0 1 very stiff fine grained ( ) 82 15 45 50 7 57 2 57 4 2 50 4 37 10 3 1 30 0 1 silty clay to clay 39 15 50 50 9 48 9 49 0 2 15 4 39 9 9 1 46 0 1 clayey silt to silty clay 27 15 55 51 0 64 2 64 3 2 17 3 38 10 4 1 17 0 1 silty clay to clay 42 15 60 51 2 82 0 82 2 4 96 6 05 11 9 1 05 0 1 very stiff fine grained { ) 111 15 65 51 3 201 1 201 4 10 57 5 26 17 5 0 53 0 1 v9r> stiff fine grained (*) 165 15 70 51 5 232 4 232 6 13 69 5 89 11 8 0 37 0 1 very stiff fine grained ( ) 203 . 15 75 51 7 203 3 203 5 13 69 6 73 10 8 0 38 0 1 very stiff fine grained ( ) 199 15 80 51 8 187 7 187 9 12 69 6 76 14 0 0 54 0 2 very stiff fine grained (*) 171 15 85 52 0 143 3 143 6 11 40 7 95 21 6 1 08 0 2 very stiff fine grained ( ) 163 15 90 52 2 179 0 179 3 10 40 5 81 23 0 0 92 0 3 very stiff fine grained { } 160 15 95 52 3 177 6 177 9 0 33 0 18 18 9 0 76 0 3 very stiff fine grained { } 162 16 00 52 5 152 2 152 4 11 98 7 87 12 9 0 61 0 3 very stiff fine grained ( ) 116 16 05 52 7 33 7 33 9 11 59 34 44 17 8 3 82 0 3 very stiff fine grained ( ) 115 16 10 52 8 174 0 174 2 10 60 6 09 19 6 0 81 0 3 very stiff fine grained (t) 110 16 15 53 0 135 8 136 0 8 80 6 48 16 5 0 87 0 3 very stiff fine grained O 131 16 20 53 1 101 5 101 7 6 84 6 74 13 5 0 96 0 3 very stiff fine grained ( ) 99 16 25 53 3 74 3 74 5 5 33 7 17 9 7 0 94 0 3 very stiff fine grained ($} 79 16 30 53 5 71 8 71 9 4 66 6 49 8 2 0 83 0 3 very stiff fine grained ( } 76 16 35 53 6 92 7 92 8 4 68 5 05 8 8 0 69 0 3 very stiff fine grained ( ) 87 16 40 53 8 108 9 109 0 6 89 6 33 10 0 0 66 0 2 very stiff fine grained (t) 130 16 45 54 0 204 9 205 1 10 77 5 25 13 2 0 46 0 2 very stiff fine grained (t) 186 16 50 54 1 269 7 269 9 13 69 5 07 13 5 0 36 0 2 very stiff fine grained ( ) 240 16 55 54 3 277 3 277 5 13 69 4 93 14 2 0 37 0 2 very stiff fine grained ( ) 265 16 60 54 5 282 9 283 1 13 69 4 84 14 6 0 37 0 2 very stiff fine grained ( } 268 16 65 54 6 279 5 279 7 12 74 4 56 14 2 0 37 0 2 very stiff fine grained (*) 266 16 70 54 8 270 7 270 9 11 21 4 14 13 1 0 35 0 2 sand to clayey sand (z} 128 16 75 55 0 252 8 252 9 9 73 3 85 12 1 0 35 0 2 sand to clayey sand ( ) 122 16 80 55 1 238 4 238 5 8 43 3 54 10 0 0 30 0 2 sand to clayey sand O 113 16 85 55 3 219 3 219 4 7 38 3 36 9 0 0 29 0 2 sand to clayey sand ( ) 106 X16 90 55 4 204 8 204 9 6 26 3 06 8 1 0 28 0 2 silty sand to sandy silt 66 16 95 55 6 192 6 192 7 5 94 3 09 6 5 0 24 0 2 silty sand to sandy silt 61 17 00 55 8 176 5 176 6 5 41 3 06 6 0 0 24 0 2 silty sand to sandy silt 59 Soil interpretation reference Robertson & Campanella-1983, based on 60% hammer efficiency and 15 m sliding data average