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DANA BOOTH PROJECT LERNER TEXACO CONTRACTOR GRX(3a IN SITU LOCATION HP-6 GEOLOGIST DANA BOOTH CPT DATE 12/06/94 Water table ( feet ) 50 68898 Tot Unit Wt (avg) 115 pef -------------------------------------------------------------------------------------------------------------------------------------- DEPTH QC (avg) Fs (avg) Rf (avg) SIav SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT Su (feet) (taf) (taf) M (taf) M deg N tef -------------------------------------------------------------------------------------------------------------------------------------- 1 14 54 0 15 1 01 0 03 sandy silt to clayey silt UNDFND UNDFD 6 9 2 37 92 0 16 0 43 0 00 silty sand to sandy silt 70-80 46-48 12 UNDEFINED 3 6 82 0 03 0 40 0 15 sensitive fin• grained UNDFND UNDFD 3 4 4 4 47 0 01 0 22 0 21 sensitive fine grained UNOFND UNDFD 2 2 5 6 62 0 03 0 48 0 26 sensitive fine grained UNDFND UNDFD 3 4 6 65 44 0 31 0 47 0 32 ■and to silty ■and 70-60 42-44 16 UNDEFINED 7 78 57 0 42 0 53 0 38 sand to silty sand 70-80 42-44 19 UNDEFINED 8 89 07 0 54 0 61 0 43 sand to silty ■and 70-80 42-44 21 UNDEFINED 9 106 51 0 63 0 59 0 49 sand 70-80 42-44 20 UNDEFINED 10 99 82 0 61 0 61 0 55 sand to silty sand 70-80 40-42 24 UNDEFINED 11 91 89 0 65 0 70 0 60 sand to silty sand 70-80 40-42 22 UNDEFINED 12 100 88 0 BO 0 79 0 66 sand to silty sand 70-80 40-42 24 UNDEFINED 13 106 21 2 74 2 58 0 72 silty sand to sandy silt 70-80 40-42 34 UNDEFINED 14 92 91 2 10 2 25 0 77 silty sand to sandy silt 60-70 38-40 30 UNDEFINED 15 107 38 1 44 1 34 0 83 sand to silty sand 70-80 38-40 26 UNDEFINED 16 123 24 1 79 1 45 0 89 ■and to silty sand 70-80 40-42 30 UNDEFINED 17 163 03 1 85 1 14 0 94 sand to silty sand 80-90 40-42 39 UNDEFINED 18 196 14 2 12 1 08 1 00 sand 80-90 42-44 38 UNDEFINED 19 192 03 4 77 2 48 1 06 silty sand to sandy silt 80-90 40-42 >50 UNDEFINED '0 302 11 5 32 1 76 1 it sand to silty sand >90 42-44 >50 UNDEFINED 21 338 23 5 88 1 74 1 17 sand to silty ■and >90 44-46 >50 UNDEFINED 22 370 49 4 92 1 33 1 24 sand >90 44-46 >50 UMEFINED 23 396 91 2 48 0 62 1 29 gravelly sand to sand >90 44-46 >50 UNDEFINED 24 251 92 2 79 1 11 1 35 ■and 80-90 40-42 48 UNDEFINED 25 80 94 2 63 3 25 1 41 sandy silt to clayey silt UNDFND UNDPD 31 5 3 26 79 07 2 49 3 16 1 47 sandy silt to clayey milt UNDFND UNDFD 30 5 1 27 83 95 2 64 3 15 1 53 sandy silt to clayey silt UNDFND UNDFD 32 5 4 28 76 38 2 51 3 29 1 58 sandy silt to clayey silt UNDFND UNDFD 29 4 9 29 64 51 2 37 3 67 1 64 clayey milt to silty clay UNDFND UNDFD 31 4 1 30 87 30 3 59 4 12 1 70 clayey wilt to silty clay UNDFND UNDFD 42 5 7 31 120 44 5 00 4 15 1 75 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 32 89 81 4 18 4 65 1 81 very stiff fine grained (+) UNDFND UNDPD >50 UNDEFINED 33 42 59 1 40 3 29 1 87 clayey Milt to silty clay UNDFND UNDFD 20 2 7 34 27 42 0 94 3 44 1 92 clayey milt to silty clay UNDPND VNDFD 13 1 6 35 22 53 0 64 2 82 1 98 clayey wilt to silty clay UNDFND UNDFD 11 1 3 36 23 23 0 86 3 69 2 04 silty clay to clay UNDFND UNDFD 15 1 4 37 45 01 2 35 5 22 2 09 clay UNDFND UNDFD 43 2 8 38 51 21 2 12 4 14 2 15 clayey milt to silty clay UNDFND UNDFD 25 3 2 39 59 38 3 78 6 36 2 21 very stiff fine grained (+) UNDPND UNDFD n50 UNDEFINED 40 87 05 3 55 4 07 2 26 clayey wilt to silty clay UNDFND UNDFD 42 5 6 -------------------------------------------------------------------------------------------------------------------------------------- Dr - All ■ands (Jamiolkowski at al 1985) PHI - Durgunoglu and Mitchell 1975 Su Nk. 15 (+) overconsolidated or cemented www. Note For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT from CPTINTRI (v 3 02) ....�