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... <br />. <br />'��') <br />'-�, :. 3�f11= S 8 ION O C� 93 E <br />Harry E, Livera, Inc. <br />P. o. Box 496 <br />Kenmore, Weahington <br />�;ttention: Mr, Hnrry E. Llvers <br />Gen[Iemen; <br />� �. �.., ,., � .., �_ � .::-.. � , <br />October 5, 1:�70 <br />Testing of Compacted Pfli <br />Service Station 9i[e <br />Beverly Blvd, and Hadlecn S[reet <br />Everett, Waehington, for the <br />Stand�rd 011 Companv of Californla <br />��P preeent 1n thie letter the resuLta of testa on c-,�nnc[ed till <br />pinced at �he eite of s prnpnned eervice station to be built lor the Standard <br />011 Compuny of Californie ut BeverLy hlvd. end 14adieon S[rePt in Everett, <br />�Jarhinyton. The teets vere made by an engineer fro�a thie office on Priday, <br />October 2, 1970. <br />The fill eoil conainta of siity aeod WRth varying amounts of gravel. <br />A comp�ction teet on thfe aoil conu�cted ln accordnnce mith the Modified <br />A.A.S,H,p, tert procQdure (A,A,S,}1,0, SF�e�f:.�Ltion T-180) indicat�s a maximum <br />denrity of 142 pounda per cubic foot at a mniet:ire content of 6.0 perceqt. <br />Six den�ity teete were taken lo the comp,cted fill. The test result� <br />are tabulated !n the Following table, and ara corre:ted for the awount oc <br />gravsl in each te�c sample. <br />TSST ?fOISTURE <br />N0, CONfSNf <br />_, IN PBRC2Nf <br />1 4.4 <br />-' 6.5 <br />� k.5 <br />'+ a.s <br />5 7.8 <br />'� 5.;) <br />DRY <br />UBNSfTY <br />IN PCp <br />142 <br />137 <br />ly] <br />135 <br />135 <br />134 <br />PfiRCEhT <br />GRAVEL <br />6.5 <br />1U,5 <br />18.0 <br />4.0 <br />9.0 <br />3.0 <br />PHRCF.Nf <br />��MPACTION <br />;9 <br />�5 <br />tou <br />� �� <br />I3 <br />%4 <br />/ <br />L 7 ; /� ��' .�� � � i� ���. . i; �' <br />