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����l(-�-y . 1{�' <br /> � � ` y.�1�(�., 1-_../�'". I• 1 ' �1" �_..- T. .� �� " <br /> �� �.�., <br /> , - ��.,%eanuN.� t�.nseN«� s Retksl ren. <br /> �.• <br /> Carlson Construction Consultants, Inc. <br /> P.O. lC7C 26752 - LAKE CIT.' STATIOH � <br /> 9EATTLE. WABMIN6TON D012D <br /> PlION! I20lI 3d44�O0 <br /> REPORT OF CONCRETE TEST SPECIMENS <br /> 79 3a-1954 �[ry�T NO. .-- <br /> Data Molded: , 19 Jcb. No. <br /> ieB�llexte Conetructlon Oompeny <br /> Client: <br /> Jla Doug7.as Oondotinium <br /> Projeer: <br /> 3425 Colby St. <br /> Addres�: <br /> ����e ��t� �� $ub-Contractor: <br /> Conlractor: 3hatlnon $uTlie <br /> Aesociated Sasd d 4ave1 _Cas+ by: _ <br /> Concreta Supplier: — <br /> OVETCl2� Temp. high: �}� Temp. low: � ° <br /> Weother: <br /> Line 1 SYoro A to Fp line 2 Trom B ta D and C to F� <br /> Location of Concrete Placement: <br /> line 3 tYao A to G� linas C, B, E tY�om 1 to 3� on lino F from 1 to 3. <br /> Strmqth Requirement: <br /> �� P51 @ 28 deys Slump: 3'1 <br /> I G EMrained Air _ h �� <br /> Cement Type: No. of sacks: j' <br /> Poe6 300N 8rond: <br /> Admix, Amounf: 8rand: Admiz, Amount: <br /> ��8 natural bldg. <br /> T �._ Fine Agg. Size: <br /> Coarsc agg. size: YP <br /> To�al A�ia Uni� Lead Report <br /> $pedm�n Sp�eim�n Tas�P R�Oiater Dete Date PSI No. <br /> No. Typ+ Days N�mb�r Rec'd. Tasted Load <br /> 2 A 6x12 7 H46rj4 2/1G 2/2z �'5,0�� 20.27 3000 3 . <br /> � 2 B 28 H4655 2/16 �/15 2$•�� <br /> p � 2E1 H4656 z/16 3/:C5 28.27 <br /> D <br /> E � <br /> F � <br /> i� <br /> 90 cuhic yaniE placed. �� -- — <br /> Remark s: ��,C� <br /> cc� �ere'tt Bldg. D�pt. rr <br /> en 5 ��iFRETT <br /> � n Inspection D�pt. <br /> . n <br /> FRANK W. CARLSON <br /> fam No. 1 2�69 <br />