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Vector Engineering Inc. <br /> 124Mc.—RfM&*-v46:c,&=272-240 PARTICLE SIZE ANALYSIS <br /> LABORATORYSERWCES <br /> LABORATORY WORKSHEET <br /> efect Nagle: Project NO: ASTM <br /> lent PrLAOhaat <br /> r a�rj z,� - /�/'ward �-�..d�1l <br /> Sample ID. 42 l 6 6S, 6 3 <br /> sere <br /> Total Sample <br /> SAMPLE WEIGHTS Mass Moktwv Sample <br /> Content Sieved DENSITY DETERMINATION <br /> fors lit slave on Sam <br /> Date: / By: <br /> Tare No.or Name: Sam to Height H: in. <br /> a D ,D: <br /> Tare+Wet Soil Mass: g Sam iameterin. <br /> Tare+ Dry Soil Mass: g F9 3 Z C Wet Sop Tare mass: g <br /> k't S� Tare Mass: 9 <br /> Tare Mass: 9 15-t, 2 <br /> Water Mass: Wet Sop Mass <br /> g r Z 3' Volume Factor,4.851(D�d-I): <br /> Dry Soil Mass: g ��( � Wet Dens <br /> Water Content: ltw Pcf <br /> f� / Dry Dens" : p <br /> Cf <br /> Total Dry Soil Mass: �Z 6 ye Hone: vas,„Fader uses n„H�,o�,inu,es,me wet soN maw <br /> STANDARD <br /> SIEVE ANALYSIS <br /> SIEVE: <br /> SPUT SIEVE.• C� <br /> Sieve Particle Indivi ual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent <br /> (mm) Retained Comments <br /> Retained Refalned Retained Passin <br /> 4" 100 <br /> `V 3" 76 a <br /> 2" 50 ® v <br /> 1.5" 38 <br /> 1.0" 25.4 a <br /> .75" 19.1 <br /> 12.7 <br /> .375" 9.5 <br /> #4 4.75 3 , � 31 o, S <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 .�3 e s� a `1 C �• q(. 6 <br /> #60 0.300 <br /> #100 0.150 <br /> #200 0.075 ( ` 25',�� 3 `),3 <br /> Pan <br /> Total <br /> SIEVE ANALYSIS LSN. <br />