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�b <br /> CONSTRUCTION TESTING & ENGINEERING, INC. <br /> F GEOTECHNICAL ANI)CONSTRUCTION ENGINEERING TESTING AND INSPECTION <br /> 2414 VINEYARD AVENUE.SUITE G ESCONDIDO CA 911,29 11601 116-4913 <br /> L'\'GaarlPGlY: <br /> PROJECT'. 26550 Banta Road.Tracy CI. DRILLER: All Star SHUT: I of 2 <br /> CTE JOB NO: 20-24630 DRILL METHOD: 4"Auger Dau JJNG DATE 12/18/13 <br /> LOGGED BY: A.Kratuc SAMPLE METI IOD: SPUBulk ELEVATION: EGS <br /> c a <br /> c x e E <br /> g' tl= r N 3 BORING: B-2 Laboratory Tests <br /> " e <br /> = 1 E 5 S u 12 <br /> 2 <br /> DESCRIPTION <br /> 0 <br /> 3 <br /> 5 CL Stiff,damp-dry,dark brown,medium plastic CLAY PP> L5 tsf <br /> 6 <br /> 5- <br /> 4 CL Stiff, damp-dry,brown,low plastic,silty CLAY PP=2.5 tsf <br /> T <br /> 0 2 <br /> 3 CI Stiff,damp,brown,low plastic,silty CLAY PR=3.5 isf <br /> 6 <br /> Cl- Stiff,damp,brown, low plastic,silty CLAY <br /> 20 CL <br /> darnp_brown, lowplastic,si! CLAY------------- <br /> s M1. Medium stiff,wel, light brown,clayey SILT <br /> ---------------------------------- <br /> a. Very stiff,damp,brown me ium plastic CLAY <br /> Total De th=16.5 FM, round63,a vencountcrc u _ .0 tL Sorma ECOUI DOCKIIIICU ID18l 13 <br /> 1 <br />