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tiCONSTRUCTION TESTING & ENGINEERING, INC. <br /> ��� <br /> GEOTECHNICAL AND CONSTRUCT90N ENGINEERING TESTING AND IV5 ECTION <br /> Com^It 7414 VINEYARD AVENUE.SUITE G ESIC ONDIDO CA. 92429 [760) 746.4455 <br /> I DXINEERWrY'K <br /> PROJECT: Cintra Park Phase Il Developement DRILLER: P. Pierson/M. Grane SHEET: I of 1 <br /> CTE JOB NO: 20-0445b DRILL METHOD: Mobile HSA (13-61) DRILLING DA 3/12/98 <br /> LOGGED BY: S.Teel WELL: PMW3 ELEVATIOM <br /> v o a <br /> c <br /> BORING: PMW-3 Laboratory Tests <br /> 9, <br /> N ci <br /> v � y c� <br /> DESCRIPTION <br /> 0 <br /> ____I <br /> SC Loose,moist, dark brown,clayey SAND with trace gravel(up to 4"),no <br /> hydrocarbon odor. <br /> w� <br /> F <br /> 5 <br /> 1' <br /> CL 4 Soft, moist,brown,sandy CLAY,low plasticity, no hydrocarbon odor. <br /> 0 14 ML S Medium stiff, dark brown,silty CLAY,non-plastic. <br /> ..................................................................................................................................................................................... <br /> SC o Wet, soft,brown,clayey SAND,low-medium plasticity, no hydrocarbon CHEM <br /> .................... ............. odor. <br /> 9 CL o Vet,medium stiff"gown to ..............7777 .............................. <br /> gray,sandy CLAY, some fine gravel, no <br /> hydrocarbon odor,no samples retained.(5%recovery) <br /> ....................................................................._.-.............---........................................ <br /> l. . 9 5C-CL o Medium stiff to stiff,wet,yellowish brown, sandy CLAY to clayey fine CHEM <br /> 5 SAND with trace fine gravel,no hydrocarbon odor. <br /> F, <br /> r <br /> 18 SC-CL o As above,very poor recovery(�5%),no samples retained, <br /> no hydrocarbon odor. <br /> ................................... <br /> j 0 27 SP Medium dense,wet, fine to medium SAND,no hydrocarbon odor; <br /> trace silt and clay. <br /> F. (heaving sand @ 23') <br /> ................... .............7 7 ............................................ <br /> ...................... <br /> -........................................ ................................................................................................................ <br /> 31 GP Dense,wet,brown,clayey sandy fine GRAVEL,angular to rounded, <br /> sand is medium to coarse,no hydrocar ion odor. <br /> TD=25.5' <br /> FIGURE: s <br /> F <br />