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WEST HA ZMAT DRILLING CORP _ Operator :B.BUCKNAM On Site Loc.CPT--03 Page No. 3 ----------------------------------------------------- ----- 6 DEPTH Qc (ng) Fs (arg) Rf (avg) SIGV' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT Su (meters) [feet] - (tsf)-------its-)------- --..----------- ------- ------------deg N - sf -- ----- -- ----- 24 65 81 31 45 3 41 10 86 2 38 undefined UNDFND UNDFD OF UNDEFINED 24 95 82 35 39 3 06 8 65 2 41 undefined UNDFND UNDFD UDF UNDEFINED ' 25 25 83 34 27 3 23 9 42 2 44 undefined UNDFND UNDFD UDF UNDEFINED 25 60 84 58 76 5 57 9 47 2 47 undefined UNDFND UNDFD UDF UNDEFINED 25 90 85 57 91 5 02 8 66 2 50 undefined UNDFND UNDFD UDF UNDEFINED ' 26 20 86 33 32 2 02 6 06 2 53 clay UNDFND UVDFD 32 2 8 26 55 87 48 82 3 09 6 33 2 56 clay UNDFND UNDFD 47 4 3 26 85 88 101 01 7 09 7 02 2 59 very stiff fine grained UNDFND UNDFD >50 UNDEFINED ' 27 15 89 276 93 13 28 4 76 2 62 very stiff fine grained (#] UNDFND UNDFD >50 UNDEFINED 27 45 90 191 60 9 04 4 72 2 65 very stiff fine grained [#] UNDFND UNDFD >50 UNDEFINED 27 75 91 95 92 6 28 6 55 2 68 very stiff fine grained [#] UNDFND UNDFD >50 UNDEFINED 28 05 92 40 54 2 44 6 01 2 71 clay UNDFND UNDFD 39 3 5 ' 28 35 93 65 92 3 86 5 85 2 73 very stiff fine grained ( ] UNDFND UNDFD >50 UNDEFINED 28 65 94 81 44 6 29 7 72 2 76 very stiff fine grained (#] UNDFND UNDFD >50 UNDEFINED 28 95 95 59 84 3 95 6 61 2 79 very stiff fine grained UNDFND UNDFD >50 UNDEFINED ' 29 25 96 43 70 2 18 5 00 2 82 clay UNDFND UNDFD 42 3 7 29 55 97 28 53 1 63 5 71 2 85 clay UNDFND UNDFD 27 2 2 29 85 98 51 28 5 03 9 80 2 88 undefined UNDFND UNDFD UDF UNDEFINED ' 30 15 99 73 78 4 98 6 75 2 90 very stiff fine grained [f] UNDFND UNDFD >50 UNDEFINED N 45 100 136 93 4 20 3 06 2 93 sandy silt to clayey silt UNDFND UNDFD >50 13 0 30 75 101 135 64 7 07 5 22 2 96 very stiff fine grained [ ) UNDFND UNDFD >50 U'NDEFI'NED 31 05 102 220 04 9 00 4 09 2 99 sand to clayey sand [i] UNDFND UNDFD >50 UNDEFINED 35 103 56 33 3 18 5 64 3 02 clayUNDFND UNDFD >50 5 0 ------------- ---------------------------------------------- ---------------- ------------------------- ------------------.... ' Dr - All sands (Jamzolkowski et a] 1985] PHI - Robertson and Campanella 1983 Su Nk: 10 (;) overconsolidated or cemented Vote For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT from CPTI'NTRI (v 3 04) �#� 1 I f I