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DANA BOOTH PROJECT LERNER TEXACO CONTRACTOR GREGG IN SITU LOCATION HP-5 GEOLOGIST DANA BOOTH . CPT DATE 12/05/94 Water table ( fast ) 50 68583 Tot Unit Wt (avg) 115 pcf -------------------------------------------------------------------------------------------------------------------------------------- DEPTH QC (Avg) Fs (Avg) R£ (Avg) SIGv' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT Su {feet) (tsf) (taf) M (tsf) M dog N tef -------------------------------------------------------------------------------------------------------------------------------------- 1 89 17 0 40 0 45 0 03 sand to silty sand >90 >48 21 UNDEFINED 2 15 55 0 06 0 40 0 08 sandy wilt to clayey silt UNDFND UNDFD 6 1 0 3 2 62 0 03 1 09 0 15 sensitive fine grained UNDFND UNDFD 1 1 4 3 85 0 04 0 95 0 21 sensitive fine grained UNDFND UNDFD 2 2 5 B 09 0 04 0 52 0 26 sensitive fine grained UNDFND UNDFD 4 5 6 25 13 -0 30 0 38 0 32 silty sand to sandy silt 40-50 36-38 B UNDEFINED 7 34 61 0 16 0 45 0 38 silty sand to sandy silt 50-60 36-38 11 UNDEFINED e 42 50 0 1s 0 42 0 43 sand to silty sand 50-60 38-40 10 UNDEFINED 9 60 97 0 48 0 78 0 49 sand to silty sand 60-70 38-40 15 UNDEFINED 10 92 39 2 81 3 04 0 55 sandy silt to clayey silt UNDFND UNDFD 35 6 1 li 111 32 4 88 4 39 0 60 very stiff fine grained (*} UNDFND UNDFD >50 UNDEFINED 12 170 59 9 83 5 76 0 66 very stiff fine grained (•) UNDFND UNDFD >50 UNDEFINED 13 118 66 7 33 6 IB 0 72 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 14 165 34 3 70 2 24 0 77 s11ty sand to sandy silt 80-90 42-44 >50 UNDEFINED 15 223 22 7 72 3 46 0 83 sand to clayey sand (+) UNDFND UNDFD >50 UNDEFINED 16 121 76 2 01 1 65 0 89 sand to silty sand 70-80 40-42 29 UNDEFINED 17 145 72 1 54 1 06 0 94 sand to silty sand 70-80 40-42 35 UNDEFINED 18 255 10 1 91 0 75 1 00 sand >90 42-44 49 UNDEFINED 19 210 39 1 59 0 75 1 06 sand 80-90 42-44 40 UNDEFINED 0 157 57 4 52 2 87 1 11 silty sand to sandy silt 70-80 40-42 >50 UNDEFINED 21 95 21 6 40 6 72 1 17 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 22 75 93 4 37 5 76 1 24 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 23 145 99 9 26 6 34 1 29 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 24 127 55 7 58 5 94 l 35 very stiff fine grained (+) UNDFND UNDFD >SO UNDEFINED 25 155 74 B 19 5 26 1 41 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 26 200 86 13 35 6 65 1 47 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 27 140 98 11 43 8 11 1 53 undefined UNDFND UNDFD UDF UNDEFINED 28 92 29 6 04 6 54 1 58 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 29 107 87 6 24 5 78 1 64 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 30 149 16 7 87 5 28 1 70 very stiff fine grained (*) UNDFND UNDFD >50 UNDEFINED 31 134 40 9 47 6 30 1 75 very stiff fine grained (+} UNDpND UNDFD >50 UNDEFINED 32 45 14 2 61 5 77 1 81 clay UNDFND UNDFD 43 2 8 33 23 06 1 11 4 81 1 e7 clay UNDPND UNDFD 22 1 4 34 19 67 0 79 4 04 1 92 silty clay to clay UNDPHD UNDFD 13 1 1 35 23 83 1 03 4 32 1 98 silty clay to clay UNDFND UNDFD 15 1 4 36 19 11 0 89 4 64 2 04 clay UNDFND UNDFD 1s 1 1 37 19 79 1 07 5 42 2 09 clay UNDFND UNDFD 19 1 1 38 50 18 1.65 3 29 2 15 sandy silt to clayey Milt UNDFND UHDFD 19 3 2 39 76 Be 0 94 1 22 2 21 sand to silty sand 40-50 30-32 18 UNDEFINED 40 103 10 0 92 0 90 2 26 sand to silty sand 50-60 32-34 25 UNDEFINED Dr - All sands (Jam.iolkowski et al 1985) PHI - Durgunoglu and Mitchell 1975 Su Nk. 15 (+) ovorconsolidated or cemented ++++ Note For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT from CPTINTRI (v 3 02) •+++