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r <br /> �D <br /> ONSTRUCTION TESTINGS & ENGINEERING, INC . <br /> GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING ANO INSPECTION <br /> 2414 VINEYARD AVENUE.SUITE G ESCONDIDO CA. 920229 (760) 716-4955 <br /> E.",INFERO:,1NC <br /> PROJECT: Cintra Park Phase 11 Developement DRILLER: P. Pierson/M. Grane SHEET: l of 2 <br /> CTE JOB NO: 20-0445b DRILL METHOD: Mobile HSA (13-61) DRILLING DA 3/10/98 <br /> LOGGED BY: S. Teel WELL: PMW2 ELEVATION <br /> CL v a v <br /> J � � <br /> E BORING: SB-1 (PM VV -Z) Laboratory Tests <br /> CL <br /> C 3 V <br /> � — o cii �V <br /> D M 01 U <br /> DESCRIPTION <br /> 0 <br /> CL Loose,moist,dark brown, silty CLAY,medium to high plasticity,trace <br /> pieces of concrete(coarse sand to fine gravel),no hydrocarbon odor. <br /> 5 <br /> 19 CL/ML o Medium stiff,moist,dark brown, silty CLAY to clayey SILT,low <br /> i , <br /> plasticity, no hydrocarbon odor;0 parts per million hydrocarbons. <br /> ! . 0 4 CL 0 Soft,dark brown,silty CLAY,medium plastic, no hydrocarbon odor. CHEM <br /> Z <br /> r <br /> I <br /> k , <br /> r- <br /> 45— 12 CL 0 Stiff,wet,brown,silty CLAY, some fine sand,no hydrocarbon odor. CHEM <br /> C' <br /> F4 <br /> n <br /> 0 14 CL 0 Stiff,wet,brown,CLAY,some silt,no lydrocarbon odor. CHEM <br /> F. <br /> F <br /> EFIGURE: <br /> E ; <br />