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ONSTRUCTION TESTING & ENGINEERING, INCG€OTECHNIC^L <br />^ND CONS'RUCTION ENOII]EEiING TESTINC ^ND INSPECTION <br />:.1. vlNE\,^RD AVENUE. SUrTE G ESCOND'DO CA 9lO:9 (6t9) r.6-a955 <br />C <br />PROJECTi <br />CTE JOB NO: <br />LOGCED BYI <br />2215 S, STANDARD A\€ <br />4046I3 <br />K CRIST <br />WESTERN TIAZI,{AT <br />8" HS.{,',SPLmSPOOn- <br />140 LB / 30" <br />SHEET: 2 <br />DRILLNG DATE: <br />ELE\'AT'ONI <br />of2 <br />ji099 <br />-60' <br />BORNG: B-l(cont.)F 8 <br />5 <br />! <br />c <br />3 <br />9. <br />U <br />DESCRIPTION <br />Laborator\ Tests <br />% <br />CL <br />Veq' stiffLean Clay $.ith Sand, broun <br />Satura <br />Ven s tifl, Lean CIay th Sand- brour <br />ted. No seepage as 20'deptL SPT sample <br />n\isted in the splir barrel tube dunng drivrng <br />WA -200 Sreve <br />7t 900,0 <br />WA - 2&) Sicvc <br />5:1,,o" <br />SC light bro'^rL fine to medium graint-t <br />ter seeping out ofsoil. <br />Medlum dense Clave! Sand. <br />Some eralel. Sanriarea w,WA - 200 Sicve <br />45 30qo <br />SP.SC <br />Sand \vili Clav, bro\\n, poorlY graded Medium to Coarse <br />gxained. San[ated. <br />WA - 200 Sicle <br />5.600" <br />GS <br />WA - 200 Sieve <br />6.m9o <br />l7 <br />l9 <br />50 <br />:9 <br />:'1 <br />i0 <br />21.0 <br />r 8.9 <br />IJ E <br />11.6 <br />l8 6 <br />l8I <br />SP Sald. brosl. poorl\ gtadcd. saturalcd.GS <br />WA - 200 Siclc <br />i.t0."'IOTAI DEPl.}l = 5t)'li-Ib <br />- <br />lt <br />I <br />r <br />I <br />F <br />t <br />L <br />t <br />0 <br />DRILLER: <br />DRILL JUETHOD: <br />S,d\TPLE TIETHOD <br />F; <br />t <br />Medlurn dense Sand \rrtJr clar. bros,n. poorlr graded <br />Saturated <br />tL <br />I