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c�.- <br /> . . � �• Con�truction Inipection 9 Related 'Tens <br /> Carlson Construc��on Consultants, Inc. <br /> P.O. BOX 23752 — LAKE CITY STATION <br /> 9EATTLE, WASHINGTON 98123 <br /> REPORT OF CONf.RETE TEST SPECIMENS PNONE f2061 394Y300 <br /> 6 z9/79 30-2055 <br /> Dare Molded: , 19 Job. No. PERMIT NO. <br /> M. D. Moore Compaqy, Inc. <br /> Client: <br /> yaterfY�ont Control Facllity <br /> Project: <br /> Silver Lake, dY�e�ett, Ys. <br /> Address: <br /> !7. D. Mooxe CotP�IY <br /> Contractor: $ub-Confractor: <br /> Aseociated Sand 3 Gravel G. F, Yileon <br /> Concrete $upplier: _ Cast by: <br /> Weather _ Temp. high: Temp. low; <br /> F1ret floor slab on grado. <br /> � Location of Concrefe Placemenf: __ <br /> — �,..,... . � .. <br /> 2000 2$ S^ <br /> Strength Requirement: __P51 @ days Slump: <br /> I 5 ek <br /> Cement Type: __ No. of socks: Entrained Air °/ <br /> Admix, Amount: Brand: Admix, Amount: 8rand: <br /> 3/4" natural bldg. <br /> Coarse agg. size: Type: Fine Agg. Size: <br /> Sp�ciman Sp�e;man Tesl P Repiabr Dare Da�e To�al A a Uni1 Load Reporf <br /> No. Typ� Doy� Numbv Rec'd. Te�hd Lood P51 No. <br /> 4 A 6:12 � I 1463 b/28 �/4 44.000 28.2� ig60 4 <br /> 4 g 28 I1464 6/28 q/25 7'�r5� 28.27 2740 8 <br /> 4 � 28 I 1465 6/z8 7/25 �6,000 28.2� 2690 B <br /> D <br /> E <br /> F <br /> Remarks: <br /> 6ri 5 �' <br /> ` �.�_ �� <br /> � <br /> rtm Na. 1 7.69 FRANK W. CARLSON <br />