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�. i <br />9 <br />r"\ <br />0 <br />�'� <br />Con,..rction Inipeation B Rclaad TQPu <br />Carlson Construction Consultants, Inc. <br />P.O. BOX ?07D2 — LAKE CITY STATION <br />? SEATTLE, WASHINGTON 98125 <br />REPORT OF CONCRETE TEST SPECIMENS PNONE (20E1 3648300 <br />Dafe Molded: �f "��� , 19 Job. No. 3C-2Jq6 pERMl7 No. <br />Client: R8=:�1e� Fund <br />Project: ��-�ege Plaea Shopn A and B <br />Address: l0i;i Hxy 99 uorth� Lberntt� k'a. _ <br />Contractor: r'`�'���d Y��'��' Tn�' Sub•Contractor: <br />Mnoclated Sand and Cravel 4. 1?o k�Aleon <br />Concrete $upplier: .._ Cast by: <br />� 'j0 <br />Weafher. C].e:.T Temp. high: Temp: low: <br />Foo�E�ngo on lines C', G, 1, �, h.', c�nd. a:�J, int�r4dr pado, <br />Locafion of Concrefe Placement: _ <br />Strength Requirement: 2500 P51 �1 �� days Slump: ,i ��`I � _ <br />I neaAr,,, r�t�: <br />Cemenf Type: No. of sack5: Emrained Air '3i <br />3 0�[,,`.:1: Pocsa 3ooN <br />Admiz, Amounf: Brand: Admix, Amount: Brand: ._ <br />2 1�4" aat.UTa.l L�1r.;5 � <br />Coarse agg. size: Type: . Fine Agg. Size: — _ <br />Spacimen Spacimen Te�� (1 Repi�fer Dale Dole Totol A��a Unif Load Repnr� <br />No. Typa Doys N�mber Rec'd, Teslad Load PSI No. <br />l 6i:�.': 6 I 236&r <br />a 7/2 s �/2.6 65,5uo zse27 2.�zo z <br />i s 7 I z;6�, �/2� 7/2? 69,Sop zo�z7 a46o 2 <br />3. c q.�'�. t z�66 7/2: i;�?i'• 28�?7 <br />. D _ <br />E D10'1'I�7 iL �i '1. riT <br />F <br />Fcemarks: <br />r.ca LSoyd Po� :7.1 Inc. <br />r:n 6 <br />Form Na. 1 7.69 <br />� ^_ ,,_, - <br />� C�.9. �Oe7�"�-� <br />FRANK W. CARLSON <br />