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x <br /> J�CONSTRUCTION TESTING & ENGINEERING, INC . <br /> r <br /> _ _- y�• GEOTECHNICAL AND CONSTR VC TION ENGIV EE RING TESYiNG A\f1 INSPECTION <br /> .� 2114 VTNE.YARD AVENUE.SME G ES IONOIOO CA-92029 (7601 746-4955 <br /> �k �rlN�RtNrrx: <br /> PROJECT: Cintra Park Phase II Developement DRILLEk I P. Pierson/M.Grane SHEET: I of I <br /> CTE JOB NO: 20-0445b DRILL METHOD: Mobile HSA(B-61) DRILLING DA 3/11/98 <br /> LOGGED BY: S. Teel WELL: PMW 1 ELEVATION: <br /> o a <br /> � s <br /> n c T <br /> � v <br /> Ln BORING: EJB-2 {PMW-1} Laboratory Tests <br /> •' a a N u <br /> 3 Lj <br /> v � <br /> ❑ [4 Q W a U <br /> DESCR.IPTION <br /> 0 ENUIN hFJ--L) HLL <br /> � <br /> CL Soft, very dark brown,CLAY,some sand,organic,medium plasticity, <br /> no hydrocarbon odor. <br /> -5- <br /> As above, fine gravel also starting at 7 feet. <br /> LA AVAI[ONBACKI-ILL: <br /> ......... <br /> .....�.0..... ............ ..................................................................................... <br /> ...........----.................. ,............................................................................................................. <br /> Very <br /> dark brown sandy clayey GRAVEL,gravels up to coarse size(I <br /> no hydrocarbon odor. <br /> 15 GC Z Wet,sandy clayey fine to coarse GRAVEL,angular, no hydrocarbon <br /> odor;poor recovery,no sleeve samples retained. <br /> 5 As above <br /> cL�sc o Sod'wet'brown sandy C'1 AY7cTayey SAS);low plasticity', CHEM <br /> no hydrocarbon odor, <br /> 5 11 <br /> SC o <br /> CHEM <br /> Medium stiff to stiff,wet,yellowish brown clayey fine AND,not <br /> plastic,no hydrocarbon odor. <br /> -20- <br /> 64/ <br /> 641 sM Brown fine SAND with some silt,loose flowing),high blow counts may CHEM <br /> 10" be due to sands heaving inside auger flight. <br /> TD=23.5' <br /> FIGURE: <br /> `r. <br /> I. . <br />