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i <br /> � <br /> �.i'.> ; ./��'../� , a <br /> Page 2 <br /> Casino Road Apartments Daily Beport �il <br /> December 5, 1968: Finished pouring footings in building 1 A & <br /> poured floor slab in building 2 B. No cylinders taken today, <br /> everything was a visual check. Had contractor clean footings in <br /> building 1 A out better than they were and stub some more vert- <br /> icle dowels at 4� because one that they had in wasn't long enoi�gh. <br /> On the floor slab, building 2B, I rejected one loa3 because of be- <br /> ing to wet so they sent it back and they added cement to dry it up. <br /> When it got bnck to the job, it was mixed good enough to pour. I <br /> asked Bill if he sti.11 wanted to pour it after they had retempered <br /> it and he said yec. The footings in building 1 A, were all taken <br /> down to hard ground and sane places they had hit hard pan. Some <br /> footings are 3' deep in places due to fact they had Co go down to <br /> hard ground. <br /> December 6, 1968: Poured footi•.gs itii building 19 C & 15 B. They <br /> liad the ditches really clean and only had to tell. them two times to <br /> clean where the sides of the bank caved in. In most places the <br /> footings are dug down about 24" in this area (Bldg 19 C & 15 B.) <br /> They didn't need to dig down this deep but I didn't say anything to <br /> them. The steel placing was all okay in the sume areas mentioned <br /> as in above. <br /> NOTE: Inspector on this job form United States Testing Company is <br /> "Gary Pachek". <br /> UNITED STATES TEST NG COMPANY, INC. <br /> / �`�. lfw�w....�.� <br /> Thomas C. Nielsen <br /> Everett Branch Manager <br /> DISTRIBUTION OF REPORTS: <br /> L McGrath Corporation <br /> 1 Lawrence T. Erickson, Chief Building Inspector <br /> 1 File <br />� <br /> . ,�....� . .�....� ..� . . ..� ..�,.�,.� .�. ., „� <„�., .. :;5: ::"::' e:"��:�.�',�.�,e......��.,�.. ::::�;�5;� ;��.;�:" :� ": <br /> :.� .. �.�,�:'.,.,�� .��.,.� E...... �.� <br /> I[111���1� ����f������I � ♦�1�O��II��I�,t�l,����� • O���,�����1�0�Y(t�w\M[ \f�0��� 1FO,LI�I1\� ��p\MI���Yf 01 1Ml Y�1110 �I�111 I11}I�� <br /> ':Y���•. I�C. C� 1�t 1[Il� 0�11F�16MI� �\I 1�0� IO1�l,Y�lO VMO(� �M\ CI�fYY11�11C1t III IOYI�IIIIII{\O INl�IXI��I IY�\If. <br />