Laserfiche WebLink
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />[1 AMERICAN <br />, ENGINEERING <br />TESTING, INC. <br /> <br />SUBSURFACE BORING LOG <br /> <br /> <br />.3.S" Bituminous paveIqent <br />1 ._ ~6.s" Crushed limestone base, IiMht brow,!._ <br /> <br />01-01184 LOG OF BORING NO. 6 (0. Ion) I <br /> <br />2002 Street Im1)rov~e~~,Wa1don Place/Bunters Court; ~den HiIls'J\1N .,-,~___-=I <br /> <br />SURFACE ELl!V ATlON: GEOLOGY SAMPLE REC. FIELD & LABORATllR Y TEST5 <br />MATI!RJAL DESCRIPTION N MC TYl'E IN. WC DEN LL I'L 1% 200 <br />-.-. - i. <br />/ I <br />I <br /> <br />I <br />I <br /> <br />....... <br /> <br />P~OJEcr : <br /> <br />DEPTH <br />IN <br />FEET <br /> <br />3 <br /> <br />9 M <br /> <br /> <br />SS <br /> <br />12 <br /> <br />10 M <br /> <br />ss <br /> <br />12 <br /> <br />2 <br /> <br />Fill, mO$lly sandy lean clay, a little gravel, <br />brown, a little gray (A-6) <br /> <br />FILL <br /> <br />END OF BORING <br /> <br /> <br />6 M <br /> <br />ss <br /> <br />IS <br /> <br />4 <br /> <br />5 <br />Sandy lean clay, a little gravel, brown and gray <br />6 _ mottled, firm to soft (eL) (A-6) <br /> <br />7- <br /> <br />B <br /> <br />y <br />3M7W <br /> <br />55 <br /> <br />6 <br /> <br />Lo~alion: Waldon Pla~e, 9' "E" ofClL. 212' "S" <br />of Benton Wl>Y C1L <br /> <br />DEPTH: <br /> <br />._1_- <br /> <br />I <br />I <br />I <br />..1 <br /> <br />DlULlING METHOD <br /> <br />0-7' <br /> <br />3.25" HSA <br /> <br />DATE <br />4/5/02 <br /> <br />TIME <br /> <br />WATE~ LEVEL MEASUREMENTS <br />'SAMPLED CASING CAVE-IN DRILLING <br />DEPTH DEPTH DEPTH FLUID LEV <br />8.5 7.0 8.5 <br /> <br />WAT6R <br />LEVEL <br /> <br />7.S <br /> <br />NOTE: R&l'F.R TO <br />THE ATrACllED <br />SHEETS FOR AN <br />EXPLANATION OF <br />TERMINOl.( lGY <br />ON THIS LOG <br /> <br /> <br />8:25 <br /> <br />COMPLETED, 4/5/02 <br />CC, SS CA: WP RJ: 1 <br />2/99 <br />