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Vector Engineering Inc. A TTERBERGLIMITS <br /> i2as Lam Rro@6 Grass Vafet.CA.530-M-2446 <br /> LABORATORYSERWCES QC-Check Sheet <br /> ASTM 6-4318 <br /> Cfmd: Pk*d NX r- Lab Saaanls Na: <br /> O Z O'),& 3 <br /> xx tZlport DOM: <br /> /O-f 03 <br /> LIQUID LIMIT DETERMINATION <br /> TRIAL NOS. 1 2 3 4 5 <br /> Date / By <br /> Tare Number. _ 7 3 T Eo <br /> Wet mass soil&tare, g b, 11 �fr) 9-LqjS 7, 511 <br /> Dry mass soil&tare, g 17, 00 q,q d 2-1112 <br /> Tare mass, g qu 2 i <br /> 4 , L(5 2 -3. <br /> Mass of water, g 311-6' <br /> 1 1-� e S 5.77, <br /> Mass of qZ soil, g S-Y 111qS 12.4 Y <br /> WATER CO % 9-7, 16 X'7,j 2`11�( <br /> NUMBER of BLOWS b 3 <br /> Visual Description: <br /> PLASTIC LIMIT DETERMINATION RESULTS <br /> TRIAL NOS. 1 2 3 LIQUID L/MIT.• <br /> Date / By tLo 130 <br /> Tare Number. T- 4 -r <br /> Wet mass so#&tare, g 12-61 14 1,31 <br /> Dry mass soil&tare, g /5", 7 1 10,eqq 12, 36 PLASTIC LIMIT' <br /> Tare mass, g �L.3 b Z.3 9—'1 CS <br /> mass of Water, g 2,7 1 ,63 f -92 Iq <br /> mass of dry soil. G I , U= f <br /> WATER CONTENT% v, 3 9, ® PLASTIC 1NDOC <br /> WATER CONTENT%, average l 9 F <br /> LIQUID LIMIT FLOW CURVE <br /> 50 <br /> ................................. .................... ........................ ....... ...... ............... ............................................. ........ ........................ ........ <br /> ..................... <br /> ............................... ............................................ ....... ...... ................. ................................. ..........:........ ............. .................. .............. ....... <br /> ............................... ........ ..................... ......... . ........... .................................................... .....:........ ............................... ....................... <br /> ........ ....... _....._... .......... ....... ....... ...... .... ... .. .................... <br /> .......--_._; ...... .... .........._....... . ....................... <br /> 40 <br /> 830 - <br /> 20 <br /> _.. _.. _... ..........._.............. . .......... .... .:..__...._._...... .. ......... <br /> 10 <br /> 1 10 goo <br /> NUMBER OF BLOWS <br /> These results apply only to the above listed samples. The data and kdorrnation are proprietary and can not be relaessed WOW autlioAtatlon of Vector Er#newhV.Inc. <br /> By accepting ftdata and results represented on ttft page,cftd agrees to lindt ftHa OHity of Vector Engineering.kis.from Client and all other pmtles dlWms atskq out of the use of <br /> this data to the cost for the respective testta)represented here.wW ClW agrees to kWenrYfy and hold hamfess Vector from and against all tlabltlty In exess of tits aforanantloned IWL <br /> L:Labexcet%Projects 1191 1•PI-Base.,ds Pnn e: Entered By. Rev.By. LSN: <br /> DCN: PI-gc(rev.O 0?)[01) 0411&03 <br />