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Construc[ion Inspection 9 Relaied Teats <br />� � Carlson Construction Consultants, Inc. <br />' P.O. BOX 25752 — LAKE CITY STATION <br />SEATTLE, WASHINGTON 98125 <br />3C_87G PHONE (206) 384-9500 <br />,oe Na. — REPORT OF IN-PLACE SOIL DENSITY TESTS <br />Engineers-Northwest <br />Clienf <br />�"fhe store Roan��e 9011 Ever�reen tJay' Gvererte Wa;hington <br />Project <br />Dacic IIrown Gruvelly Sand <br />$oil Description <br />Max. Dry Density 133.0 Ibs./c�. ft. Opfimum Moisture 8�0 % Method of Test sand cone <br />DATE Oi TEST T E S T L O C A T I O N ELEV. ���T MOISTUPE �N-PL A�C <UO FT ;ITY <br />TESi NO. �1, N0. CO!IPACTION <br />WET OqY <br />3/19/7 1 souCh of north bldg. line � �8�e ed 7„8 149.00 138.2 104.0 <br />ldin , <br />2 south of norCh bldg, line �� 8.8 138.50 127.5 96.0 <br />vi:2din . . - <br />3 north of south Uld�, line. �� 9.4 149050 136.0 102.0 <br />. <br />4 south of noreh bldg. line �� 9.0 152.00 139.2 105.0 <br />. , <br />5 south of noreh bl�:g. line �� 8.4 139,00 128e0 96.0 <br />6 norCh of south blds. line � � �� 9.6 148.00 135.0 301.(1 <br />Rema <br />. y o� vere � g. ep . <br />Form No. 4 2.69 <br />--�C SON CONSTRUCTION CONSULTANiS <br />�$, , ��,,.2�.cr� <br />FRANK CANLSON <br />