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WEST �-iAZMAT DR = LL I NG CORP _ Operator B.BUCKNAM CPT Date - 03-29-00 15 03 On Site Loc P-15 Cone Used . 510 Job No 0 Water table ( feet ) 2 296588 Tot Unit Wt (avg) 120 pcf - ----------------------------------------------------------------------------------------------------------------------- --- -- DEPTH QC (avg) Fs (avg] Rf (avg} SI , SOIL BEHAVIOUR ME Eq - Dr PHI SPT Su (meters) (feet) (tsf) (tsf) (R} (tsf) ( SJ deg N tsf 0 30 1 21 S9 0 24 1 13 0 03 sandy silt to clayey silt UNDFND UHDFD 8 2 ] 0 60 2 24 68 0 35 1 40 0 D9 sandy silt to clayey silt UNDFND UVDFD 9 2 4 0 95 3 60 62 1 11 1 83 0 14 silty sand to sandy silt 80-90 46 48 19 UNDEFINED 1 25 4 69 54 2 46 3 54 0 IS clayev silt to silty clay UNDFND UVDFD 33 6 9 1 55 5 80 48 4 91 6 10 0 20 very stiff fine grained (_) UNDFND UVDFD >50 UNDEFINED 1 85 6 70 02 3 76 5 37 0 23 very stiff fine grained (;) UNDFND UVDFD >50 UNDEFINED 2 15 7 58 38 1 62 2 78 0 26 sandy silt to cla%ey silt UNDFND UVDFD 22 5 7 2 45 8 57 77 2 44 4 22 0 29 cla%ev silt to silty clay UNDFND UVDFD 28 5 7 2 75 9 57 57 3 63 6 30 0 32 clay UNDFND UVDFD >50 5 7 3 05 10 37 23 1 66 4 46 0 35 silty clay to clay UNDFND UVDFD 24 3 6 3 35 11 31 67 1 82 5 76 0 37 clay UNDFND UVDFD 30 3 1 3 65 12 38 29 ] 83 ! 78 0 40 silty clay to clay UN'DFND UN'DFD 24 3 7 3 95 13 44 01 2 23 5 07 0 43 clay UNDFRD UVDFD 42 4 3 4 25 14 53 26 1 78 3 48 0 46 clayey silt to silty clay UNDIND UVDFD 25 5 0 4 55 15 145 82 2 02 1 39 0 49 sand to silty sand 80-90 44 46 35 UNDEFINED 4 85 16 96 S2 2 98 3 09 0 52 sandy silt to cIn ev silt UNDFND bNDFD 37 9 5 5 15 17 149 53 2 10 1 41 0 54 sand to silty sand B0-90 44-46 36 UNDEFINED 5 45 18 213 44 6 74 3 16 0 57 silts sand to sandy silt >90 46-48 >50 UN'DEF]N°ED 5 75 19 249 73 3 14 l 26 0 60 sand >90 46-48 48 UNDEFINED 6 05 20 199 93 3 16 1 58 0 63 sand to silt% sand >90 44-46 AB UNDEFINED 6 40 21 236 97 3 52 1 48 0 66 sand to silty sand >90 46-48 >50 UNDEFINED 70 22 1]] 82 6 41 5 73 0 69 very stiff fine grained (1) UNDFND UNDFD >50 UNDEFINED 00 23 121 79 2 70 2 22 0 72 silt% sand to sand% silt 70-80 42-44 39 UNDEFINED 7 35 24 156 91 1 65 1 05 0 75 sand to silt) sand 80-90 44 46 38 UNDEFINED 7 65 25 165 13 2 59 1 a7 0 78 sand to silty sand 80-90 44 46 40 UNDEFINED 7 q5 26 19S 22 - 11 76 6 02 0 8] %ery staff fine grained (1) UNDFND UVDFD >50 LINDEN NED 8 25 27 227 35 11 62 11 0 84 %ery stiff fine grained (x) UNDFND UVDFD >50 UNDEFINED 9 55 28 127 14 6 R6 5 47 0 86 i m stiff fine grained UNDFND UVDFD >50 UNDEFINED 8 85 29 13D 90 8 03 6 14 0 89 very stiff fine grained (') UNDFND UVDFD >50 UNDEFINED 9 15 30 83 34 4 18 5 02 0 q2 very stiff fine grained UNDFND UVDFD >50 UNDEFINED 9 45 31 68 47 3 37 4 92 0 95 %ery stiff fine grained UNDFND UVDFD >50 UNDEFINED 9 75 32 71 75 5 24 7 30 0 98 %ery stiff fine grained (3) UNDFND LNDFD >59 bNDEFINED 10 05 33 93 00 4 72 S 07 1 01 %ery stiff fine grained UNU ND UVDFD >50 UNDEFINED 10 35 34 54 21 5 25 8 18 1 03 undefined UNDFND UVDFD UDF UNDEFINED 10 65 35 86 16 4 98 5 79 1 06 }ery stiff fine grcined UNDFND UVDFD >50 UNDEF]NED I0 9S 36 123 61 173 1 40 1 09 sand to silt% sand 70-80 40-42 30 UNDEFINED 11 20 37 148 66 3 41 2 29 1 12 silt% sand to sandy silt 10-80 42-44 47 U NDEF]NED 11 55 38 210 31 1 41 0 67 1 15 sand 80-90 42 44 40 UNDEFINED -------- ---------------------- -------------- ------------------- -------- - --- -------- ---- ----------- ------------ ------ Dr - All sands (JamioA n5 li et al 1985) PHI - Robertson and Campanella 1983 -Su Nh= 10 (_) o%erconsolidated or cemented tsar Tote For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT from CPTINTRI (v 3 04) :s#�