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I <br />ONSTRUCTION TESTING & ENGINEERING, INCGEOTECIINICAL AND CONSTRUClION ENOINEERING TEST'tNC AND INSPECTION:.1. vtNEYARD AVENUE, SUTTE G ESCONDIDO CA 9!029 (6t9) ?r6-.9t5 <br />C <br />PROJECT: <br />CTE JOB NO <br />LOGGED BY <br />22I' S. STANDARD A\E <br />40-0613 <br />K,CRJST/KBRADY <br />DRILLER: <br />DRILL \TETHOD: <br />SAMPLE \IETHOD <br />WESTER}i HAZNI.{T <br />t, HSA,/SPLITSPOON <br />140 LB/ 30" <br />BORING: B-3F <br />5a <br />Ct <br />a' <br />2, <br />aq <br />,h, <br />f <br />a <br />DESCRIPTION <br />Laboraton Tests <br />T{L uateman' Allu\1um and Colluuum <br />Stiff Sandi Silt, dark broun, dry, disnrbed. <br />Ver)' Stitr, Sand,v Silt, dn', dismrbed <br />(Oac) O <br />DS <br />Bulk: CHM <br />MAX <br />Stitr, Lean Clay, bro$r1-el:a)', moist <br />Ven Stii. Lean Clar'- brosn, moist <br />v <br />-0- <br />-5! <br />Flo- <br />-l5- <br />20- <br />-.]i- <br />! <br />t2 <br />l9 <br />l5 <br />2t <br />73 <br />l1 <br />l0 <br />21 <br />r6 <br />t02.2 <br />98.3 <br />14.6 <br />I5.0 <br />26.9 <br />27.6 <br />25.5 <br />:3.: <br />CL <br />StiIl'. Lcan Clar, brour. moist <br />'l-oTAI.DFPTIl=15' <br />GROUNDUIATER AT 23 <br />t: I(;t IIlt:B <br />II <br />NI <br />N <br />lt <br />NI <br />I <br />I <br />_l <br />I <br />I <br />l <br />SHEET: I of I <br />DRILUNGDATE: 3t30t99 <br />ELEVATION: ^60' <br />Very Sdff, Lean Cla1, brosn, moist