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CARUTHEHS COtr'STRUCTION COtdSULTA?dT5 <br /> S12 NORTH 6Eth. <br /> SEATTLE� WASHINGTON 9E10j <br /> s <br /> FIII.D D�ISIT"t TFSTS <br /> DATE .t,i1v 22� 19E5 CLIII�T _ C}�arles G'ie�e <br /> PROJECT south po;nt Piaza 9i�• 9ov Hambur;�er. 2nd. Phase JOB N0. 5C520 _ <br /> Lab. Nax• Dry Density 14?,� lb.�cu. ft. 146 Optimum Moisture 16 ;'b <br /> Compaction: 97•2 <br /> VOLUt9E BY 5 �ID C011E Fi'HOD <br /> TFST 1Nt•13ER 1.07 <br /> Dr"7:SITY SET NUt4B.�,'ri 2.u' <br /> A. ORIGII:AL WT. OF SA11D ,�)u � <br /> B. FIAiAL iJT. OF SAND 6,(i0 <br /> C. 'rJT. OF SAlvil USr,�i A —B � <br /> U. WT. OF SAfiD I1d COIdE <br /> E. k'T. OF SAPdD II1 TFST HOLE C —D .�z <br /> F. UI:IT WT. OF SA1;D <br /> G. YOLUDI� OF TFST HOLE E = F � <br /> DIIvSITY AND PERCII'T COMPACTI DETERt•INk'I'ION <br /> K. k'T. OF WFS^ SOIL + CAti �' <br /> L. WT. OF CAN 1.0 <br /> N,. YJT. Oi k"r"�T SOIL Y.—L � <br /> N. Y7ET IN—PLACE Du�SITY M = G 1 U.1 <br /> 0. DRY IN—PLACr, D��SITY lU0 x fi = 1W + V 112.0 <br /> P. ` 0.•1PACT. 0 �;AX. DRY DLT7SI1^I x 100 ' .2 . <br /> MOISIURE DE ;It1k'1'IO ' <br /> TARE NUMH�i .0 <br /> . 'a'T. OF' WET SA1�;PLE + TARE .� <br /> R. WT. OF DRY SAh1PLE + TARS 6.0 <br /> S. WT. OF WATER —R .� <br /> T. WT. OF TARE .0 <br /> U. W1�. OF DRY SAt9PLE R—T �.0 <br /> 7� FIII.D hOISTURE S + U x 100 5,� <br /> LOCATION OF TEST N0. <br /> ELEVATIOi7 <br /> LOCATIOid OF TEST N0. <br /> II,EIIATION <br /> LOCATIOfI OF TEST N0. <br /> II,EVATION n <br /> Construction Consultant <br /> REMARYS��m not a Drofessional soils EnRr. INSPECTOR¢ 91� N. 68th <br /> e, as ing on 10 <br />