Laserfiche WebLink
I <br />ONSTRUCTION TESTING & ENGINEERING, INCCEOTECHNICAI AND CONSTRUCTlON ENGINEERING TES]'NG AND INSPECTION <br />,!tla VINEYARD AVENUE. SUITE G ESCONOIDO CA 9:Ol9 (619) 7J6.r9J5 <br />C <br />PROJECT: <br />CTE JOB NO: <br />LOGGED B\' <br />22 I 5 S. STANDARD A\T <br />40-06 t3 <br />K,CRIST/KBRADY <br />DRILLER: <br />DRJLL METHOD: <br />SAMPLE N{ETHOD <br />WESTERN HAZ]\IAT <br />8" HSTSPLITSPOOI- <br />I40 LB i 30" <br />SHEET: I <br />DRILUN-G DATEi <br />ELE\IATION: <br />oil <br />3 3099 <br />^60' <br />BORING: B-2,1 I <br />h 6 <br />a <br />q <br />i <br />.2 <br />DESCRtrTION <br />Laboraton Tests <br />\1L <br />llll <br />uateman' Alluvium and Collurrumac) <br />I t brosn, dn. disrur <br />StitrLean Clay, dark bro*n, slightlv moist. <br />Veri' StiffLean Cla1,, 5Savish-brourr. moist <br />StiffLean CIay, bro*n, moisr <br />Sti-ffLean Clay, broun, moist <br />v <br />i0l <br />!5- <br />l0- <br />{5- <br />+0- <br />l <br />.l <br />t <br />l- <br />.t <br />t3 <br />9 <br />I <br />l9 <br />t9 <br />:4 <br />I{ <br />:-( <br />l0 <br />104.1 <br />98.2 <br />98.J <br />t1.2 <br />24.4 <br />27.5 <br />27..3 <br />21.5 <br />:99 <br />CL <br />Stif Lean Cla1,, brorrn. sarurated <br />TOTAI DEPTH = 15' <br />GROUNDWATER AT :2' <br />l <br />II <br />I <br />I <br />\ <br />T <br />DS <br />Ijl(;U IUI