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_ rq <br />� . .� .-T �_�-.. �'--+%�uen'eston InaP�cNea I Rd�b1 Taa <br />�__ . Carlson C�nstruction Consultants, Inc. <br /> i3 , ►.o. sox a.asaz — i.nrcs crtv �r�twh <br />� <br />[;, , ; =I CRWP tEATTLE. WAiXINOTON Y�1lO <br /> REPORT OFL{nv`,�E TEST SPECIMENS �1OM` ��� �'o°°� <br />' � 2� � 3�-1959 <br /> Dore Molded: , 19 Job. NO. PEIIMIT NO. <br /> LaB�1larLe Codtruction Coapaqy <br /> CI i snt: <br /> Jia Douglse Coadoiinive <br />�� ' ' Projecr: <br />(.* 3425 Colty st., h�rsrett, Me. <br /> -�.,j Address: <br /> � Iaeeu�ce. aoest. oo. <br /> ,�� Coniraetor: $ub•Contraetor: <br /> � <br /> J. VenWall�nGas1 <br /> ConcrMe Supplix: Co�t by: _ <br /> � clear ?5 �p — <br /> Waothar: Temp. hiqh: _ Temp. low: <br />'�; j Th1rd to fburth floor, tYcst 11fL� twrth �seonry rall�. <br /> Location of Concrete Placement: <br /> : <br /> it-, <br /> i ' <br /> •w! <br /> ;7 2000 28 t'luid <br /> $trmgth Requiremmt: PSI @ days Slump: <br /> ': I <br /> Cemenf Type: ._ No. of socks: Enirained Air �i. <br /> M1r <br /> Admix, Amount: Brand: Admix, Amount: Brond: <br /> pea grevel siatural <br /> Coarse agg. size: Type: Fine Agg. Size: �dg� <br /> Spaciman Sp�cim�n T��t Q R�p{�Iar Dab Daro Tatel A��o Unil Laad Rapo�l <br /> No. Typ� Day� Nvmbo R��•d. Tasbd Lood P51 No. <br /> � � 1� p �+�� 7 I 11+4'2 �2g 7/4 39.000 6 eq.in. 2430 61 <br /> C 17 g 28 I 1443 /28 7/<S " I <br /> G 1� � 28 I 1444 /28 7�25 � <br /> D <br /> E <br /> F <br /> Remarks: <br /> eci Everett Bldg. Dept. <br /> en 6 � <br /> � _ �:tS�. ���C�� _ <br /> form No. 1 2.69 <br /> FRANK W. CARLSON <br />