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I� <br /> t , �� • �.% G...t�rcnM I�sP�cNo� S Rel�ed Tat� �r <br /> ' ► <br /> Carlson Construction Consultants, Inc. <br /> P.O. BO% 2076t — LAKE CITY OTATION <br /> ��, SEATRE. WA6MINOTON YS126 <br /> PHON[ f206I 9�4Y000 <br /> REPORT OF ��TEST SPECIMENS <br /> 1 <br /> Dae. Molded: �1�� 19 Job. No. �_ 9� PEItlA1T NO. <br /> I�Hsllart� ConLtuction Cotpsar <br /> Clienr: <br /> Jia Dovglrs Cosdo�iaivo <br /> Project: <br /> 3425 Coltar . :.r &'veratL� Yg. <br /> Address: <br /> IaHellai'ts CoNL. Oo. �b-Contractor: <br /> Controctor: <br /> �ob dx Ca:f by: G, F. Yil�on <br /> Concrets Supplier: <br /> pnxtly olou� 62 42 <br /> W�a�«: Temp. high: Temp. low: <br /> First 11£t of eecond etory aell at naz�th end of building. <br /> Locotion of Concrete Placement: <br /> �� trorkable <br /> Strmgth Requirement: P51 @ 28 days Slump: <br /> Cement Type: <br /> �e $ �rt� No. o( mcks: Entrained Air °� � <br /> V <br /> Admix, Amount: <br /> Brand: Admix, Amount: Brand: ' <br /> Coarse agg. size: Type: Fine Agg. $ize: <br /> To�al Areo Unit Lood R�port <br /> Tsa19 Repisbr Date Dote 751 No. <br /> Spacim�n SVT��:°^ paY� N�m6ar Rec'd. Test�d Load <br /> No. YP � <br /> M il A zx4 7 H989a 6/i4 6/20 1�650 3•lu 5;0 �+4 <br /> M 11 g 28 H9B99 6�14 7�11 3•14 <br /> r� 11 � 28 x99oo 6/i4 7fii 3•14 <br /> D <br /> NO'1� ii TEST <br /> E <br /> F <br /> Remarks: <br /> co� EWerett <br /> �n�— — <br /> 4�.9 �o�a.�.��� <br /> Form No. I 2•69 FRANK W. CARLSON <br />