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COMFACTrON <br />TEST <br />Da nuMBLq S °? 139 <br />TRIAL NUM SIER <br />2 <br />J <br />4 <br />5 <br />6 <br />7 <br />%WX P M MBER <br />j <br />WT SOIL WET - MOLD <br />1'100' <br />b 0 6 i <br />61.13 <br />0192 <br />8 <br />AT MOLD <br />4235 <br />1235 <br />4235 <br />4235 <br />4235 <br />A <br />WT SOIL WET <br />1772 <br />1828 <br />1898 <br />1957 <br />1954 <br />z <br />VOLIME MOLD (CU FT )I <br />1/30 <br />1 1/30 <br />1/30 <br />1!30 <br />1/30 <br />WET DENSITY PCF <br />117.12 <br />20.82 <br />125.45 <br />129.35 <br />129.16 <br />DIM DENSITY PCF <br />110.38 <br />12.70 <br />114.46 <br />115.28 <br />111.54 <br />CONTAINER NUMBER <br />E <br />2 <br />- <br />L <br />WT. WET SOIL • TARE <br />899 <br />1004 <br />976 <br />978 <br />1046 <br />WT DRY SOIL • TARE <br />859 <br />950 <br />910 <br />896 <br />931 <br />wT WATER <br />40 <br />54 <br />1 b6 <br />82 <br />i15 <br />TARE CONTAINER <br />107 <br />202 <br />224 <br />229 <br />207 <br />WT DRY SOIL <br />b52 <br />748 <br />686 <br />667 <br />724 <br />MOIsTVRE <br />6.1 <br />9.6 <br />1 12.2 <br />15.8 <br />COMPACTION <br />PROCTOO <br />MODIFIED PROCTOR <br />HARVARD %W"TURE <br />p� Igi Me i h o d A : <br />�aEmR 0fSCRa r'I aR oven <br />u <br />Ila <br />ff <br />IGS' <br />_-- -•- <br />--------- � <br />- <br />dried then passed <br />»I — • - <br />--- ' -� <br />t hrouah a t 4 sieve <br />prior 'o estinu- <br />1� aye rs <br />25 blows/layers <br />MOLD DATA <br />NEQ4T 4.62" <br />OUIMETER— <br />VOLUME c u . Y [ . <br />T1Y� .TA�i a mme�— <br />drop-- <br />_ <br />.._._, :..�. <br />---J-1 <br />^._...• . I . <br />•� - + <br />4 I. <br />Lace diameter <br />SAMPLE DESCRIPTION Light <br />brown fine to co7r� sc <br />51 v sand with Lrace <br />rave <br />T61 stone <br />TEST SUMMARY <br />MAX DRY DENSITY 11 5 . 3 c f . <br />OPTIMIUM MOISTURE <br />ASSUMED SPECIFIC GRAVITY 1.70 <br />IJ <br />SMOISTURE CONTENT % 15 <br />ZERO AIR VOIDS DENSITY (DIM) PCF <br />109.40 <br />113.38 <br />117 . b 5 122 .26 <br />MOISTURE <br />20.0 <br />18.0 <br />16.0 14.0 <br />PRO&CT 2 Single family <br />Dwellin <br />s <br />SOIL MECHANICS LABORATORY <br />SUBTERRANEAN ENGINED" INC <br />��pns Iia 554220 <br />imported <br />LWAT arynan 5t till DEPTH <br />Navarre <br />TECHNICIAN DATE 6 �Il R'i <br />