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ectrJfss <br />n ;rn Inc. <br />143E Spring Hill Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />oITURE / DENSITY TION IPS <br />1p LABORATORY WORKSHEET IV <br />Prep. Date: <br />Lab log No. <br />CLIENT NAME. <br />SAMPLE PREPARATION TOTAL <br />+314- + 3/8" +#4 pan (- # 4 ) <br />Individual Mass Retained: g <br />PROJECT NAME: PROJECT NO: <br />® <br />T>r W O- rd L- O- A -Pj� C I O S C I -e- <br />................ <br />Individual Percent Retained: % i0 <br />Corr. - 3/4 " Specimen Mass: g <br />SAMPLE IDENTIFICATION: <br />3 0 �C L -3.s <br />° <br />Corr. - 3/4 Specimen Percent: /° <br />Prepared Specimen Mass: g / 5000 <br />................ <br />:<":*( i ' )1 ..O7 :: <br />SOIL DESCRIPTION: <br />Vwo,�, a.-fw -S,A t C (a <br />° <br />Prepared Specimen Percent: /o <br />METHOD* 0: A <20% on #4 ❑ B >20% on # 4 & < 20% on 3/8" ❑ C >20% on 3/8" & <30% on 3/4" <br />TEST STANDARD: circle one <br />ASTM D- 698 or 57 <br />COMPACTION TEST. PT. 1 2 3 4 5 6 <br />Water Adjustment: —3 --3 - Lf -3 -- y "1 <br />140 <br />135 <br />130 <br />125 - <br />12o <br />11s <br />z110 --Tare <br />W <br />0 <br />01os <br />,00 <br />so <br />85 <br />NOTE: <br />Mold + Wet Soil: g S,67..)— S6 lo - 7 L-7 7S 5-7175 S v- 9 O <br />Mold: g37S-5 39675 3 75.� <br />_ <br />Wet Soil: g / 7Y0 i73�� 17a / i�2a I $'`i a <br />Factor* (4"I 6" mold) C.66614)/.02939,e<6614.02939 .02939 .6614 661 /.02939 66 /.02939 .02939 <br />...._............ <br />... <br />_- ..... <br />_ <br />. <br />_ <br />Wet Density (pci 153 11K(7 fztr7 17-7, <br />Notes: Dry,Pumping,Free Water C L 3 C 3 Z G L 3 C �- " 3 O -L 3,% <br />DATE / BY K0 b & if y5 la/7- l-� 1, 12, o iv LY ®4 !a <br />Oven / Microwave ven micro ve micro ove micro ve micro ve micro ve micro <br />_. ....... <br />Tare Name: U�• T- a.z a.„�, e- t1 0-T baa, n. <br />+Wet Soil: g 1312>8 GJ•�J �' L. 11IZ•1 <br />_ <br />Tare +Dry Soil: g ($2. I 3 8'� 6S'S. 3 ls$ . ,� �q Z. 9 ( I . S <br />; <br />................... <br />...... <br />Tare Mass: g 2 �� 2-11 X11. 2•- �t3r® Z eS 'ZI(•2 <br />Water Mass: g / 3a , % C, jt S -G. ® t'] • 6 i i 2.. <br />...... <br />_. <br />_................_ <br />. <br />Dry Soil Mass: g ©� 7r 6 6,L 6 . 9 1 q Ll q • 6 `�. •7 <br />Water Content (%): 12-, S I 3 C1= Z <br />!, <br />Dry Density (pct7: Z- `f 103 j 16 y. S % D �. 9 D �• `� i Z <br />OPTIMUM WATER CONTENT, %: MAXIMUM DRY DENSITY, pcf: ---- <br />(� <br />.' ra ''� :��i'�j :..ypy'.'#i.' ::r��oi�i ' ? ::.j'4� r'�: . •. .: .:Ai' . ..�::�� .. :: :.T.RiTI..](�1.::���y"•�::.y/�S•:•1.:�4�.4!(ii):::�.I...�.....4�.j${�}y.!.:::}::ji}::::!��:$:::::: <br />. :::._:T.,i}.l.Y..::1:::T.::::..::w.::::.:::•.•.••............:{........`:(!:�J..T.......v....::.:.:::.:::�...::..::.�::.�::::.:T.:::: .:y... y:: :• <br />NOTES: LABORATORY SAMPLE NO., <br />i <br />' <br />0 <br />GRAPH <br />5 10 <br />NOT TO SCALE <br />15 <br />MOISTURE <br />20 <br />CONTENT <br />25 <br />(°�) <br />30 <br />35 <br />LLabexael 1 Projects 1 191 1 cmp.xls <br />DCN: CMP-rp (rev. 3/1"2) <br />S-8 <br />I esrea by: Dare: <br />tnrerea try: <br />uneckea rsy. <br />