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�1�SIINC� PITTSBUR�H TESTING LABORATORY <br /> P�' 1.�8 <br /> �o -'' � < oq � �.. _ . . .. _ . <br /> �:.�eus�ro ixri <br /> `� 876 N.W. 49�h STREET., SEATTLF, WASHINGTON 98107 <br /> a <br /> t <br /> f^'. � (l'Ir� 5 r� MIIiU1L PPOILCTION TO CLI[N15. 1w[ I�III�LIC ANO OIIF LVCS. nLl �.f�'��I�iS <br /> �G:��.�' ��y�� �IIE fVflNITTCO Af 1ME COHf10CMT1I.L i�qpl�{'n•y Of CL11,N�45/.I1� wVtwpPil���OM OfdC� NC. <br /> .y��. p�'�•�; fOF PIItlL�C�TIpN Df Sl/.iCM[Ni3. CONCLU51(i�15 OP C111R�Ci5 IPOM Ofl PCCIpUiNf. <br /> �q5qry0�H�' ��a ^rron.s is r�scn.�m v�nmac oun wni.ir..� nvraovn� � ' <br /> Reporf No. � � <br /> CONCRETE TEST REPORT Client's No. <br /> Dateldoulded__ .` �" ^,'� � <br /> _ . .�' • .. Reported_ 2-Z:.-��q <br /> P�oi��r-- �n f;,:.^.c� i�aul�a F ;� _ -- 30 7-66----- <br /> - �4a1_.;�,. <br /> Af ----- Ecerett 4lmhin — -- . <br /> �— —�-a -- --_ <br /> Con}rocior _ _ �rtyJ�l:67'���_CO� -- - -.___--__ _. —_—_.— -___— __ . __ <br /> �Reported to. . . ---- ?:GZNCtt'. •JCC61'sCn ------�— ---- � -------�---- <br /> Concrete5•�pplier---ACPGrjgt.r.•3 i:;tOd GL+d G ._ -- — <br /> �EiYC1 <br /> Quontity Represented. �i?_ Cu. Yds. $pecimens made by__ (}�_��{ibn� _ No. Submitted__. ,� <br /> L-acation o(pour (per in{ormafion (rom job-site _.. _ T'a ��.�„� - <br /> ) 4 L C�: E_T7'smn '�d 3 Onn ,� 4�___.- - <br /> Strengfh requiremen}___?(�Q_ _ . __ _ _ psi at 28 days Idix Design No.: . __ <br /> ~ MATERIAL PROPORTIONS USED (Quantities per cubit yard of concrete <br /> Cement_ _. _ . _ . Ibs. --- �' - . bags Type 1.�.. Brand ) <br /> Fine Aggregote (SSD) Ibs. Source. _ _ _ Type; <br /> Coarse Aggregate (SSD)_ __ Ibs. Size. So��ce__ � . Type: <br /> Coarse Aggregate ($SD)_ ___ Ibs. Size__ ;�+1° _ _ _Source______ � _ Type: _ <br /> Water Total _.__ _ Gals. _. . _- - ----Gals./bag; Actual $lump _� In, " <br /> Admixture: Amount__� OZe n^.' f.'.;, Kind �._.rnx <br />� Admixfure: Amount___�i�Zb� 0?.1' �? - � � -� <br /> _ '•, Kind _ PO:..^,Q],1�il,Entr. Air ";, <br /> Temperafures: Air_ _i)1 `F Concrete _____`F Weather � _.Qp�g�gg � <br /> Mixing: CeMral Mix � Truck Mix [j� 1ob Mix � � <br /> Above data obtained from: PTL Inspection � Project Engineer � [onfracto� �J <br /> Concrete Supplier f� Other � (Designate) <br /> Cyls. delivered to laboratory by: PTL [�; Contrncfor (� Engincer � Common Cari�cr [] <br /> Cylinder Size 5 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN pGE LABORATORY DATE DATf tOipL � UNIT ` REPORT <br /> MARKING ORYS Nlll.!BEF I RECEWFD i('TGf� I ��tp-POUNO4 LOqp- P,5.1. NO. ' <br /> —_—__ _ ' - i ._ _ _ _'I_ --.- __.. <br /> zz n � ,� <br /> 9�-15-66 9-16�66 3��a}� _��, ° 1z <br /> , u n 7 75� 9-15-b6 9..20,-65 5zo,5oo � 4260 � � <br /> :4.7. C ? 7314 g•.a„5.6� g-,204C6 i 114,500 4030 � 26 <br /> �— I � <br /> --- � � <br /> - ;• Doy tes}s previously repoAed <br /> Remarks -------CCC �fOILtF1iJ;�4�)C�:; _.. _ . _ <br /> - -------- - - 1^Svpt� n,_ f �'Ir3r�� __ <br /> ----- - � �aM GOnrir� •�' <br /> _ 2"pq'�_-- - -— - - - <br /> - - - -- - <br /> - <br /> rra -- - - <br /> Respect{ully submitted, <br /> F`ITTSBURGH TEST�t G LABORATORY <br /> . <br /> .)��c���� ..,.� <br /> 'ytnct ldanaper <br /> ) <br />