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Y/E
<br /> V ENGINEERING INC.
<br /> FIELD DENSITY BY SANDCONE METHOD
<br /> Project Name /-D r C� Test By:
<br /> Project Number D 2(f,05% o 3 Check By:
<br /> Date
<br /> /0 3 It - lLf-63
<br /> Test No. Z 3 5- 6 7
<br /> Correseonding Nuclear Test No j 00 6' J o 2-2- Io 410 1062- /075'
<br /> Sand Density (g/cm) 1,S-7 S 7 I- -S-7 1 ,5-2 1. 1, 57 1
<br /> Volume of Cone (Crn�
<br /> Weight of Sand in Cone
<br /> DENSITY
<br /> Tare No.
<br /> Tare Weight(g) 2,7 8, o 2t 2 7 T 5
<br /> Tare+Wet Soil(g) 3 3 ir(4,17 3 2-41o. 2- 3 v7S,6 3 3o8-2,1
<br /> Wet Soil Mass(g): 3 1 &6,*7 3 0 12.,2- 2-19 7,C 3oc>T, I 24- 0 LqJ,
<br /> Cone+Sand initial(g) 4/ ,57o,'7 5-?7'(,1 6 0 -4 7, =& 5--7 X1 3
<br /> Cone+Sand Final[(g) c,.,,c, k (6,14 2-110, 2- 16626 2&N)a, 0
<br /> Sand Used(Gross) (g) :3 7 5-0,'7 3 9-7 4, 3 -7 3'17e 6 3rq4, 3 31 1 C, -S
<br /> Sand Used(Net)(g)* 2-3674 7 2-Z-'J 1. 2 2-30
<br /> Volume of Hole(cm)** 5-0 146 7,, Jcf 7 6,
<br /> Wet Density(pcf)*** 2 8f. f TF, I Z7,y 0-1-6 19L-'r,e
<br /> WATER CONTENT
<br /> I' 4 Z Tare No. 16 P-14 Z%jjo
<br /> Tare mass(g): 114,4 ILA, i &-6-s-
<br /> Tare+Wet Soil mass (g): 2- S-0, 1 Iq 8'. 1 3 5-6,'1 3r6-7, c> 5-2 2- ,S-
<br /> Tare+Dry Soil mass(g): Z 3 5> 2 :572-,o 3 y(6 L(. 2-
<br /> Weight of Water(g) Nk. 5q (. , 1 S6, Z .5-*,-3
<br /> Dry Soil mass(g): -2-2. Is 7- 3 7- b 2-fr(-, 4 3 f 0, I 2- 77,7
<br /> Water Content C>, 1 ( 914 1,1,6 2-(, 0
<br /> Notes
<br /> Sand Used(Net)=Sand Used(Gross)-Weight of Sand in Cone
<br /> Volume of hole=(Sand Used(net)/sand density)
<br /> Wet Density= (Wet Soil Mass/Volume of Hole)x 62.4 pef
<br /> 4!23/03,Rev.0
<br /> S-5 M:Forms/Soil Testing/sand cone
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