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y. ._ _ . - a.j <br /> 1 <br /> � <br /> � <br /> i <br /> I <br /> L. . <br /> . F i2�ar.a�� �w. . <br /> �.�ar.�� - - - �i <br /> K ��M - K__C.�_�_ <br /> INDUS'FRTAL TEST'Ii�G --����- ' <br /> 341G Evcret[ Acenuc o Everett, �Yashinoton 93201 � 20� • ?a"9-OS17 <br /> CONCRETE TEST REPORT REPORT NO. $ � <br /> Report To SWJHOMISH COUI�TY E�'GINEERIPIG DEPARTMENT W-1106 E01 � <br /> Everett Tran f Site � <br /> Projed , <br /> Contractor_� �'^'";�H Cnunty Rngin rine,�e�t � <br /> Date of Pour ;/l 0/75 Laca�ion of Pour R�ch-rn�t ni t on n^T*h �i dr. . I � <br /> ,1 <br /> MATERIALS AND MIX DATA USED PEP. CUBIC YARD � ' <br /> Concrete Supplier `-- �"�"-`��^mn�n_y <br /> (yppp P.S.I. �til 28 days � <br /> Cu. Yds. Poured ?5'�' Design Strength i <br /> Cement 61l Ibs.�� Sack Type 2 Brand Tde� � <br /> Fine Aggregate ���S -- Ibs. <br /> Coarse Aggreaote 1850 —Ibs. Sieve Size ���°� <br /> Coarse Aggregnte Ibs. Sieve Size <br /> Wafer �� gals. 2 0 gals./per sack Field Slump ��� inches <br /> Additives Amounf F l � N`9VR Enf. Air °� <br /> Temperatures: Air— <<�� F. Concrete 54' F. Weather �'� ����} <br /> Cylinders or cubes cost by: Hoi th Nal <br /> TEST DATA _ <br /> CYiINDER y�E1GHi DATE DATE DAYS UNIT LAB. � <br /> Np, CAST TESTED CURED LOAD-P.5.1. NO. {' <br /> r. <br /> z4 3/19/75 3/26/75 7 3i�.2 # l050 , <br /> �� 4 4 4 <br /> 26 " 4/16/75 z8 <br /> u 4 ..R <br /> I <br /> I <br /> � <br /> • TESTED IN ACCORDANCE WITH APPUCABLE ASTM METHODS (OR AS NOTED) ; � <br /> REMARKS: � <br /> DISTRIBUTION: 3 Snohomieh County E!igineerin�; De1,�L*t!ne�it <br /> 1 City of F.vPrett Eneineerin� Depaz•tment <br /> Z Stnr Concrete Company <br /> 1 File/jl� <br />