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�RZ'300 CPT-1 . 11-09- 98 11 O8 pu 10 DEPTH DEPTH TIP CORR TIP FRICTION FR RATIO PORE PR DIFF P P RATIO INC INTERPRETED N meters feet Qc tsf Qt tsf Fs tsf Fs/Qc % Pw psi (Pw-Ph)/Qc : I deg SOIL TYPE SPT 22 05 72 3 105 2 105 4 5 27 5 01 9 2 0 43 4 1 very stiff fine grained (*) 92 22 10 72 5 100 8 101 0 4 92 4 88 9 8 0 49 4 1 very stiff fine grained ( ) 98 22 15 72 7 101 7 101 9 5 08 5 00 10 3 0 51 4 1 very stiff fine grained (*} 99 22 20 72 8 106 5 106 7 S 25 4 93 10 6 0 50 4 1 very stiff fine grained ( ) 104 22 25 73 0 117 1 117 3 6 02 5 14 11 0 0 48 4 1 very stiff fine grained ( } 110 22 30 73 2 120 0 120 2 6 17 5 14 10 9 0 46 4 2 very stiff fine grained (*) 111 22 35 73 3 109 5 109 6 7 98 7 29 10 6 0 48 4 4 very stiff fine grained (*) 134 22 40 73 5 190 9 191 0 10 53 5 51 11 6 0 31 4 4 very stiff fine grained (*) 155 22 45 73 7 185 7 185 9 13 69 7 37 13 7 0 39 4 6 very stiff fine grained (*} 180 22 50 73 8 186 7 187 0 13 69 7 33 16 5 0 50 4 6 very stiff fine grained (*} 230 22 55 74 0 346 6 340 8 13 69 3 95 12 6 0 19 4 8 very stiff fine grained (*} 293 22 60 74 1 384 1 384 3 13 69 3 56 11 8 0 15 4 8 sand to clayey sand ( ) 169 22 65 74 3 327 5 327 6 13 69 4 18 12 5 0 19 S 0 sand to clayey sand ( ) 158 22 70 74 5 279 2 279 4 13 69 4 90 13 8 0 26 5 0 very stiff fine grained (*} 271 22 75 74 6 242 1 242 3 13 69 5 65 14 2 0 30 5 0 very stiff fine grained ( ) 236 22 80 74 8 216 7 216 9 13 68 6 32 19 0 0 50 5 0 very stiff fine grained ( ) 208 22 85 75 0 193 9 194 3 10 84 5 59 28 2 0 69 4 9 very stiff fine grained (*} 194 22 90 75 1 197 9 198 5 11 03 5 57 37 2 1 20 4 8 ' 2295 75 3 201 3 202 0 ? 47 3 1 54 4 8 23 00 75 5 209 9 210 6 ? 49 0 1 53 4 8 ' Soil interpretation reference Robertson & Campanella-1983, based on 60% hammer efficiency and 15 m sliding data average •