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WEST HAZMA."T DRILLING CORP — Operator .B.BUCKNAM CPT Date 03-28-00 10 38 On Site Loc P-13 Cone Used • 510 2 296588 Job No 0 Water table ( feet ) Tot . Unit Wt ( avg) 120 pcf --------------------- ------------------ _ ---------- ------- ---- -------------- Su DEPTH Qc (avg} Fs (arg] Rf (avg) $IG1+' SOIL BEHAVIOUR TYPE Eq Dr degl SH tsf (meters) (feet) (tsf} (tsf) � } (tsf) ..__0.30-----i--...----fi-73--------p-}0------'"1 51 D 03 Silty clay to clay Li'VDF'1D UNDFD 4 0 60 2 8 92 0 14 1 57 D 09 clayey silt to silty clay UNDFND UNDFD 4 8 0 g5 3 l5 68 0 43 2 74 D 14 clayey silt to silty clay UNDFND UNDFD 15 8 1 3 1 25 4 13 58 0 48 3 50 0 38 silty clay to clay � UNDFND UNDFD >50 UNDEFINED l 1 S5 5 164 10 9 08 5 53 0 20 very Stiff Erne grained l } UNDFND UNDFD >50 UNDEFINED 1 85 6 90 53 4 41 4 67 0 23 very stiff fine grained (31 UNDFND UNDFD >;D UNDEFINED 2 15 7 135 11 8 02 5 91 0 26 very stiff fine grained ( ) UNDFND U1`DFD >50 UN'DEFI'LED 2 45 8 93 63 4 72 5 63 0 29 veru stiff fine grained I=1 LNDFND UNDFD >50 UNDEFINED2 75 9 92 05 5 23 5 68 0 32 very stiff fine grained l ) UNDFND UNDFD 47 9 6 3 05 10 97 36 3 99 4 09 0 35 clayey siltto silty clay L;NDFRD UNDFD 42 4 3 3 35 11 44 22 2 56 5 79 0 37 clayclay UNDFND UNDFD >50 5 2 3 65 12 52 69 3 72 7 06 0 40 : UNDFND UNDFD >50 UNDEFIIED 3 95 13 89 76 5 67 6 32 0 43 very stiff fine grained (y) UNDFND UNDFD >50 UNDEFINED 4 25 14 ;6 24 4 76 6 24 0 46 Dery stiff fiee grained f ) UNDFND UNDFD 43 8 9 4 a5 15 90 66 3 49 3 850 49 clayey Silt to silty clay UNDFND UNDFD 7 1 2 4 85 16 13 81 0 22 1 56 0 52 clayey silt to silty clay UNDFND UNDFD 38 7 8 5 15 17 79 10 3 26 4 13 D 54 claley Silt to silty clay clay UNDFND UNDFD 4B 4 q 5 45 18 50 19 3 18 6 34 0 " clay UNDFND UNDFD 29 2 9 5 7; 19 30 31 2 29 7 37 0 60 clay UNDFND UNDFD 39 3 9 6 05 20 40 89 3 10 i 58 0 63 6 40 22 91 34 1 72 1 68 0 U silty sand to sandy silt 70-80 42-44 40 UNDEF]1E1 6 ;0 22 82 66 3 35 4 04 0 69 cln ev silt to silty dal UNDFND UNDFD 40 8 6 �7 00 23 71 a8 2 65 3 42 D 72 sandy silt to Clayey silt „1)FND UNDFD >50 UNDEFILED 7 35 24 75 67 4 01 5 29 0 75 eery stiff fine grained ; ) L 7 65 25 ifi 78 _ 4 56 a q3 0 76 very stiff fine grained til L'NDFND UNDFD >50 UNDEMED UNDFND UNDFD >aD UNDEFINED 7 95 26 69 65 4 37 6 28 D E] Dery stiff fine grained {�) UNDFND UNDFD >5D UIDEFINED 8 25 27 i3 q3 4 42 5 96 D 84 Dery stiff firclay grained ( ] L UNDFND UNDFD >5D 5 5 B 55 28 57 48 3 64 6 34 D 86 : UNDFND UNDFD »D UL➢EFINED L 8 85 29 61 96 3 ;2 6 DO 0 89 very stiff fine grained (il UNDFLD L,IDFD >50 UNDEFINED 9 15 30 91 40 5 67r 6 21 0 °2 Dery stiff fine grained (�) UNDFLD UNDFD >5O UNDEFILED 9 45 31 60 28 3 34 5 D4 0 95 iery stiff fine grained (3] U1➢FND UI`DFD >-0 LNDEFIIED 9 75 32 83 82 5 ]5 6 15 D q6 ger+ stiff fine grained 1 ) UNDFID LA DFD 33 3 2 10 05 33 34 72 1 89 5 45 1 Dl claN a2 4 1 i0 35 34 J3 98 2 36 5 37 l G3 clay UNDFND 0 DF➢ clay Li\DFND ULDFD 44 4 4 10 6; 35 46 29 3 21 6 94 1 05 UNDFND UNDFD 45 4 4 10 95 36 46 56 3 33 7 15 1 09 clay i 1; 1 12 clay ISN➢FID UIDFD 30 4 9 11 25 3; 52 04 3 72 clay ULDFND UNDFD >50 5 4 11 a5 38 56 99 4 26 'r 47 1 15 Dr ;11 sands (Jamioll Wk i et a] 1985) PEI - Robertson and Campanella 1983 - �Su N1- 10 (1 ) o�erconsolidated or cemented r::e Note For interpretation purposes the PLOTTED CPT PROFILE should be used with the T4BULATED OUTPUT from CPTINTRI (% 3 04) ;�_'