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( •- <br /> . . � F�r H r_�K F`'d —�- -- <br /> -�.oM.`. _ — <br /> K£n-I �. C. ____-_—. <br /> Tl�ITI�iJSTI�IAL '��STING `" ` � �� �`�"-- <br /> 341� Evcrclt :lccncc • Eve:ett, \\'ashington 95201 0 ?OG • 259-OS17 <br /> COPiCRETE TEST P.EPORT REPORT NO. � <br /> Report To SNOHOMISH COUNTY ENCiZNEERIIIG DEPT. W-1106 r.0i <br /> Projecr Everett Transfer Site __ <br /> Contractor Snnhnmigh C_n ��y Fng'�n.ET1i:;..�Pt -- <br /> Dale of Pour�2.5-- Location of Pour WLn� ll� F of p=^kat' — , <br /> I <br /> MATERIALS AND MIX DATA USED PER CUBIC YARD i <br /> Concrete Supplier Star Co * �� — � <br /> Cu. Yds. Poured � Design Strength 4� P.S.I. tt 28 days i <br /> Cemenf—(�yl— Ibs._(4fz Sack Type_ I Brand I� �� — <br /> Fine Aggregate ],6f.L�9 - . —16s. � <br /> Coarse Aggregate—�`��0 _Ibs. Sieve $ize--�°� <br /> Coarse Aggregate Ibs. Sieve Size—_ . . <br /> Water � ; gals. �_(1_gals./per sack Field Slump-4�� _ inches � <br /> �'�T <br /> Additives Amount_(,]_-0Z MAVR _ Ent. Air `b I <br /> Temperatures: Air_ 42� F. Concrete 96' F. Weather�•lEFr I <br /> Cylinders or cubes wst by: -- ` " 11 <br /> TEST DATA � <br /> i <br /> CYLINDER WEIGNT DATE DATE DA`!S U�J�T LAB. <br /> NO. CAST TESTED CURED LOAJ-P.S.I. NO. <br /> i <br /> 20 3/7/75 3/14/75 7 3501 ��.025 � <br /> n 14 I 484 <br /> I, <br /> 22 " 4/4/75 28 5517 <br /> �� 4 4 z8 88 <br /> . I <br /> I � <br /> — <br /> �j <br /> TESTED IN ACCORDANCE WITH APPLICABLE ASTM METHODS (OR AS NOTED) I, <br /> REMARKS: <br /> i <br /> DIS7RIBUTION: 2 Snohooinh Count� E:tgineering Dept:. <br /> 1 City of Everett <br /> 1 Stur Concrete Compc+ny <br /> 2 File/jlp, <br /> � <br /> i <br /> I � <br /> { <br /> J <br />'� _ _ " � r...M...f� <br />