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, � ,'1 `,_,. <br />. �� '�Ce�+erreetw� Lu�eeeloa s Relu�1 Te�u <br /> :` ' � <br /> Carlson Construction Consultants, Inc. <br /> P.O. sOX 26762 — LAK6 CITY iTATION <br /> ��� 6EATRE, WASMINOTON N120 <br /> ' r110Nt (20e1 ]64-0000 <br /> REPORT OF � TEST SPECIMENS <br /> Dots Mold�d: �2�� , 19 �,b. No. �'1959 plIIAMT NO. <br /> L}Allaris Ooa�truaLioa Co�pany <br /> Cli�nr: <br /> ' Jia Dovgla� DoadO�lalu� <br /> Project: <br /> �►25 ODltq St.� $�'a2eLl� Ys. <br /> Address: <br /> I�He11aTi! ODi1st. CO. $„b-Controctor: <br /> Contractor: — <br /> ConcrN� Supplier: �t Se1lQ 3 f�CbVel Cast by: L. Nelson <br /> Wealher: ��� Temp. hi�,: b5 Temp. low: 55 <br /> r Firat llft of xalla� third floor. south helf� second lift sscoad <br /> Location oF Concrete Plecement: <br /> ' floor� tt�rth half� t�lock xalla to fl+ll height, •econd floar� north half. <br /> �+� Sfrength Requirement: 2�o PSI @ � days Slump: ��d <br /> Cemar.t Type: <br /> I No. of sacks: 7 Entrained Air °� <br />� Admix, Amount: Brond: Admix, Amounf: Brand: <br /> pen gravel natuTal Fine A Si:e: �dg• <br /> Coarse apq. cize: TYPe� 99' <br /> ? Sp�cimm Sp�dm�n T��1 P R�pi�hr Dala Dal� To�al Ana Un0 Load Reporl <br /> No. Typ� Daya Numb�r R•e'd. T•a�•d Load P51 No. <br /> G 19 A 6x12 I 11 1 6/22 6/28 SB.00o 28.2� z050 56 <br /> C A:5 s 28 I 1192 6/z2 7/19 28.z? <br /> G 15 c 28 I 1193 6/22 7 19 28.2 <br /> D <br /> E <br /> F <br /> Remarks: <br /> ca� �erett Bldg. Dept. <br /> en 6 <br /> �" �. ���. <br /> form No. 1 2-69 FRANK W. CARLSON <br />