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1CSTIN� <br /> m,e�;".,s ,.s;+ao9 PiTTSBURGH TESTING LABORATC�RY FORM DOOZ.p 5� <br /> �� T1 cL csrnousrco �eoi ' <br /> '� 826 N.W, 49rh STREET., SEATTLE, WASHINGTON 98107 <br /> p a <br /> r � <br /> ns n �.uraA� ruorccnov ro cucHrs, tHc ranuc nno ouasu�cs, e�� ;,-paqra <br /> 'f'C��'4 � y�y AIiC SUItMITTCO I.y TME CON�IpCHTI�I ppOPCPTY O� CIICMiS. AND I.IITMOP�I�TIOH � <br /> �.y C. 0�4��� fOw I�UOLICATION pI Si�t[MCNi3. CONClV910N9 �F E1Tp��T9 1'PON JR qCG.�pLING Ordcr No. <br /> Ffq5qN0��� aUR P[pONfS IS pCSCNVCO pCNDING pVN WRITICN APPpOV/�L. <br /> Reporf No. � <br /> CONCRETE TEST REPORI' Clicnt's No. �FC�C�V� <br /> Dare Moulded__ � Reported � ' ' " � � �Q�' O <br /> Projecr _ >:_ :_c.�, -- �— <br /> nf_ ,.;,,,,t•,. .� .. .._ ----- Ig T <br /> co�f�a<<��. -- -- '�.-._` _ - .--- — —���— ;� `���6 <br /> --= - � -- �t <br /> Reportedto--- '.. - . �-�- —�---- - <br /> Contrefe Supplicr_. ____ _ _ ' � - - -- <br /> Ouantity Represented__ Cu. Yds. $pecimens made by__ ����� � No. Submitted <br /> Location of pour (per informati��i (rom job-site)____ ______ ' � � � - � � � <br /> -- -- ---- -- --- <br /> Strengih requirement_._�_ ______ _ psi at 28 days Mix Design No.: ___. _ <br /> MATERIAL PROPORTiONS USED (Quantities per cu6ic yard of concrete) <br /> Cement_._ _ _ Ibs. ___� :__ ____bags Typc_ ___ B�and_.__ <br /> Fine Aggregate ($SD) __ Ibs. Sourcc___ ____ _ _ ____ Type:_____ <br /> Coarse Aggmgate (SSD)_ Ibs. $ize___ ___ _Source. . .-___ _ Typc:___ <br /> Coarse Aggregate (55D) _ Ibs, $ize_ Source Type: _ <br /> Water Totol ____ Gals. ___ Gals,/bag; Actuaf Slump In, <br /> Admixture: Amounf__ _ .. �__._ _ ________ Kind � -� � <br /> — ---'--------- <br /> Admixture: Amount_.___ _ Kind_ _. ._ __ __ __ Entr. Air <br /> Temperatures: Air____ °F Concrete_ _._ __°F Wcathe� � <br /> Mixing: Central Mix �� Trutk Mix � Job Mix � <br /> Above dato obtained from: PTL Inspect;on [] Projecf Engineer � Coniraclor � <br /> ConcretcSupplier [� Other � (Designate)___ <br /> Cyls. delivered to laboratory by: PTL � Coniractor ❑ Engineer �j Common Carrior [j <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> iSPEQMEN� AGE LpBORATORY I qECEIVEO I TESTEO �LOAOOPOlIN05 IOAON1P.5.1. RENORT I <br /> I_ MARNI� DAYS —NUMBER ---- <br /> t I .�. I ,._.� I � I <br /> I I <br /> ; . . � ; . �57,OG0 .,... . <br /> i� � F_" "-�: :�_:�,� :.,.;_. 159,"300 __,�;�1 <br /> I <br /> L_ -- -- — _ i i - —� <br /> .. <br /> _ Day tests previous�y reported <br /> Remarks: . ' i.-. .,__r;i <br /> ----- .> :IU:':.-,�_. d.^_.-p.:�. __ . - -- - . ._ . . - -- -- �---- -- <br /> _ .. <br /> -_._ '- . ___ <br /> ' ,,.1 ,y -_ _- _. _____ _- _ __ _ . _—_ _ <br /> •-7•_D', . .__ — _ -. __- . ____. __ <br /> Respettfull � ubmitted, <br /> lTTSBURGH TES�� LABORAI'ORY <br /> -`� , �--�, <br /> .�.A...,:,� _ __ <br /> Di r ct Manager <br />