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DANA BOOTH PROJECT LRRNRR TEXACO CONTRACTOR GREGO IN SITU LOCATION HP-3 GEOLOGIST DANA BOOTH CPT DATE 12/05/94 Water table ( foot ) 0 Tot Unit Wt (avg) 115 pef -------------------------------------------------------------------------------------------------------------------------------------- DEPTH Qc (Avg) Fs (avg) Rf (avg) SIav, SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT Su (fest) (tsf) (taf) (t) (tof) M deg N tof -------------------------------------------------------------------------------------------------------------------------------------- 1 46 85 0 18 0 38 0 01 sand to silty sand >90 y48 11 UNDEFINED 2 25 29 0 05 0 20 0 04 silty sand to sandy Milt 70-80 46-48 8 UNDEFINED 3 12 71 0 01 0 as 0 07 sandy silt to clayey silt UNDFND UNDFD 5 8 4 11 76 0 G2 0 09 0 09 sandy silt to clayey silt UNDFND UNDFD 5 7 5 7 50 0 01 0 16 0 12 sensitive fine grained UNDFND UNDFD 4 4 6 24 43 0 13 0 55 0 15 silty sand to sandy silt 50-60 40-42 8 UNDEFINED 7 55 43 0 11 0 20 0 17 sand to silty sand 70-80 44-46 13 UNDEFINED 8 74 36 0 22 0 29 0 20 sand to silty sand 80-90 44-46 18 UNDEFINED 9 80 61 0 25 0 31 0 22 sand to silty sand 80-90 44-46 19 UNDEFINED 10 62 31 0 17 0 27 0 25 sand to silty sand 70-80 42-44 15 UNDEFINED 11 50 61 0 14 0 28 0 28 sand to silty sand 60-70 40-42 12 UNDEFINED 12 78 74 0 24 0 31 0 30 sand to silty sand 70-80 42-44 19 UNDEFINED 13 93 63 0 29 0 31 0 33 sand 80-90 44-46 18 UNDEFINED 14 89 80 0 29 0 32 0 35 :and 70-80 42-44 17 UNDEFINED 15 101 44 0 32 0 32 0 38 sand s0-90 42-44 19 UNDEFINED 16 105 96 0 34 0 32 0 41 sand 80-90 42-44 20 UNDEFINED 17 131 14 0 49 0 37 0 43 sand 80-90 44-46 25 UNDEFINED 18 195 81 0 74 0 38 0 46 sand >90 46-48 38 UNDEFINED 19 184 04 0 72 0 39 0 48 sand >90 44-46 35 UNDEFINED 0 119 04 3 02 2 53 0 51 silty sand to sandy milt 80-90 42-44 38 UNDEFINED . 21 184 63 5 92 3 21 0 54 sandy silt to clayey silt UNDFND UNDFD >50 12 2 22 79 48 3 76 4 73 0 56 very stiff fine grained (*) UNDFND UNDFD >50 UNDEFINED 23 63 69 3 18 4 99 0 59 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 24 117 12 5 58 4 76 0 62 very stiff fine grained (+) UNDFND UNpFD >50 UNDEFINED 25 132 62 7 08 5 34 0 65 very stiff fine grained (+) UNDFND UNDFD >50 UNDEFINED 26 160 38 8 26 5 15 0 67 very stiff fins grained (+) UNDFND UKDFD >50 UNDEFINED 27 210 29 13 15 6 25 0 70 very stiff fine grained (+) UNDFND UNDFD 550 UNDEFINED 28 238 07 8 22 3 45 0 72 sand to clayey sand (+) UNDFND ON FD >50 UNDEFINED 29 255 07 1 98 0 78 0 75 sand >90 44-46 49 UNDEFINED 30 286 45 2 02 0 71 0 78 sand >90 44-46 >50 UNDEFINED 31 261 53 1 81 0 69 0 80 sand >90 44-46 >50 UNDEFINED 32 288 91 1 70 0 59 0 83 gravelly sand to sand >90 44-46 46 UNDEFINED 33 245 08 1 25 0 51 0 85 sand >90 44-46 47 UNDEFINED 34 218 06 1 25 0 57 0 as sand >90 42-44 42 UNDEFINED 35 144 55 1 64 1 13 0 91 sand to silty sand 70-80 40-42 35 UNDEFINED 36 91 55 1 50 1 64 0 93 silty ■and to sandy milt 60-70 38-40 29 UNDEFINED 37 105 87 1 83 1 73 0 96 silty ■and to sandy milt 60-70 38-40 34 UNDEFINED 38 135 48 0 97 0 72 0 98 sand 70-80 40-42 26 UNDEFINED 39 87 13 1 89 2 17 1 01 silty sand to Mandy silt 60-70 36-36 28 UNDEFINED 40 110 92 1 24 1 11 1 03 sand to silty ■and 60-70 38-40 27 UNDEFINED -------------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (aamiolkowskm at al 1985) PHI - Durgunoglu and Mitchell 1975 Su Nk. 15 (*) overconsolidated or cemanted •*+• Note For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT from CPTINTRI (v 3 02) •..