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ect®r Engineering Inc. A TTERBERGLIMITSM <br /> 12M Laaa Ift Grana Vaf .C&a3oM-2" <br /> LABORATORY QC-Check Sheet <br /> ASTM D-4318 <br /> : Dieu 1 6 as o '3 Lab Saav*—Alm. . <br /> LIQUID LIMIT DETERMINATION <br /> TRIAL NOS. 1 2 3 4 5 <br /> Date / By t,L/v <br /> Tare Number. /v 7-2- 1 r 3x <br /> Wet mass soil&tare, g 1q. a4 2- 3, 39 <br /> Dry mass soil&tare, g g H, 9 ( — , c) 3 ( q.8'2-g <br /> Tare mass, g 2- 11 Z 3 S 2 41 ,6 <br /> Mass of water, g 41, 33 S-, 3 o <br /> Mass of 9!T soil,jq 7 2 /s,°13 Zj, 3 G <br /> WATER CONTENT% 39. 6 31 -7. 37- <br /> NUMBER of BLOWS 7,0 23 <br /> Visual Description: <br /> PLASTIC LIMIT DETERMINATION RESULTS <br /> TRIAL NOS. 1 2 3 LIQUID LIMIT- <br /> Date / By K ko <br /> 33 <br /> Tare Number. 7'- 31 x-z' <br /> T- i <br /> Wet mass soft&tare, g 11, b1 / 3. 3 (o 1-7,5Y <br /> Dry mass soil&tare, g el.7 o fl, 63 l 11 72- PLASTIC LIMIT* <br /> Tare mass, g 2- 36 2,H Z, 3(. <br /> G <br /> mass of water, g , - /� 73 /, 1 <br /> mass of dry soil. G 7,31f ,t2 3 <br /> WATER CO % /9-7 /.?, 3 l 9® `1 PLASTIC INDEC <br /> WATER CONTENT% average Iq I f L I <br /> LIQUID LIMIT FLOW CURVE <br /> 50 <br /> .................................. .................... ............. .......... ...... ...... ............... ..............................................:........ ................................. ..................... <br /> ............................... ............................................ ....... ....... ...... <br /> ......... ................................. ........... <br /> :........ ............. .................. ...................... <br /> ......... ......_................. ....................._.... . .......... . ............ ..........._................... .....:.._.... ...................._......... ...................... <br /> . ....................... ........ 1. ....... .. <br /> . ....... ....................... <br /> a� <br /> ... ........ _. ... <br /> W <br /> 830 - <br /> 920 - <br /> ......... ... ...30320 .................. ............... ... <br /> . . .... ........ .......... ..................... <br /> 10 <br /> 1 10 100 <br /> NUMBER OF BLOWS <br /> These results apply ody to nwe above Rated samples. The data and kdamianan are propdemry and can not be relaeased vAdUA aulloiranoo of Vector EVneedng,kr <br /> By accepting the data and results represerted on ft page,dent agrees to mmIt the nabinty of Vector Engineering,hr-from C Wd acct an other parties daft fin®out of the use of <br /> Ws data to tlm cost for nie respective test(s)repressled here.arta Mart sWees to b and hold hamim Vector(corn and agak !an Monty h excess of nre aforarenaoned tknit. <br /> L:Labexcet 1 Protects IID 1 1-M-Baseads Pffnif Date., Entered By: Rev.By: LSN: <br /> DCN: Pl-qc(rev.0 210 2101 1) 04/15W <br />