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Vector Engineering Inc. A TTERBERG LIMITS <br /> 124M Lama R160.Grass Vefe,,rA 530-272-2446 <br /> LABORATORY SERWCES QC-Check Sheet <br /> ASTM D-4318 <br /> Cf d: �-- Pf*d ft Lab samara luso: <br /> 'For-' 0- t� .-LLilt C_ 00_(60a, o3 <br /> Rapw Dada: <br /> d a C _ fv - U 3 <br /> LIQUID LIMIT DETERMINATION <br /> TRIAL NOS. 1 2 3 4 5 <br /> Date / By K140 <br /> Tare Number. — l — I o <br /> Wet mass soil&tare, g Z Z. 7 2-3 , S-5' ZS, d-7 <br /> Dry mass soil&tare, g 1 9,41 ,*-I , 8-3 <br /> Tare mass, g 2, 33 1, i .a- <br /> Mass of water, g <br /> Mass of Y&soil, <br /> WATER CONTENT% <br /> NUMBER of BLOWS S !� <br /> Visual Description: <br /> PLASTIC LIMIT DETERMINATION RESULTS <br /> TRIAL NOS. 1 2 3 LIQUID LIMIT.• <br /> Date / By 30 <br /> Tare Number. Af Y P L) X —3 c:-> <br /> Wet mass soil&tare, g Z 2.3 c> 1, I Z, 14, i' Z <br /> Dry mass soil&tare, g 11, 0o 1 6, q0 Z.,16 PLASTIC UMIT: <br /> Tare mass, g 2-,2-( Z,H to 2r 1 <br /> mass of water, g 3 . 30 2 r`7 2, 2, or. <br /> mass of YT soil. G 16. 11 11-14 /0, 63 <br /> WATER CONTENT% C1 .6 S C C . S f 3 PLASTIC INDEX. <br /> WATER CONTENT% average I r <br /> ( O <br /> LIQUID LIMIT FLOW CURVE <br /> 50 <br /> ................................ .................. ............. ......... ....... ...... ............... .............................................. .............. <br /> .... <br /> ................ <br /> ...................... <br /> .... <br /> ......... <br /> ............................ ............................................ ....... ...... ............... ................................. .................... ............. ................. ...................... <br /> .......... ._. ....... . .............._....._.... . .. ...... ._.........:............... ..... .............. ..... .. .... ........................... ................ <br /> ..... <br /> ........ .......... ....... ....... ...... .... ... .. ......... .....................; .._.. ..._. .........._....... . ....................... <br /> 40 <br /> 830 - <br /> 20 - <br /> . . ..........3020 ..... .......... ............. .. ... <br /> . ................... ..................... ............... .... <br /> 10 <br /> 1 10 100 <br /> NUMBER OF BLOWS <br /> These results apply only to the above listed samples.The data and informdw as proprietary and can not be relaeased WdW aLftrization of vector Engineering,Inc. <br /> ey to tiro accepting the data and results on this page.diad agrees to Wil the IlaaUty of Vector Engineering.Inc.from Client s W all otter parties dairm arising <br /> titin data cost for ft respective test &Ws)represented here."Cti A agrees to IrWanyWy hold harmlessfrom Vector m and out of�use� <br /> against all tity to excess W the efaarentioned unit <br /> L:Labucd l Prq*b Na 1 143f43aw-ds Print Date., Entered By. Rev.By: LSN: <br /> DCN: PI-gc(rev.02/02(01) 04/15W <br />