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t�5T1FG PITTSBURGH TESTING LABORATORY ������• �� �-�-° ��- <br /> PV�.b '^>��O <br /> J �y '•iO7 [S1npLISN[o ta61 <br /> �� :0 826 N.W. 49th STREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> K A6 A MV�IIAL pPOT[CTION t0 CLIfNlS. TMC f'IIOLIC ANO GV�lSLLVE9. 1Ll u , <br /> r�� a 1 �AL fUfiMITT10 �f TNL COHfIpLNi11L VP01'1.�11v O� GLICIITS. /.NO �VLMOPIZ�iI�L'� Qf�CE NO. �� _ ��+ <br /> ZC '� �� y fON pVPLICATION Df STATCMLNTS. CONCLV91CH9 ON f1iP/.Ct9 lPOM ON PEG/.P�IN�. <br /> hr`ASqN�L�(.� OVP 9CPORTS If RELCPVEO P[H�IH4 O�IN WFITi[N ACVPOV/.L. <br /> Report No. 3 <br /> CONCRETE TEST REPORT Clicnt's No. <br /> oa,� rno�td�d_.___ 8/30l� R�Po„�d 9/G/66 __ <br /> Proi���—___— Bon t•farohe Parkiq; Facilitias _ ___ <br /> Af - _- Lborett� ;7ashin�ton _- - _ <br /> Conrracror _ _ _ Bau6h Conetruci;ion Co� __ <br /> Repori�d ro t�orman Jacobsoa _ __ __ <br /> Concrete Supplier hHOOC]otCd $BYid � �31'SV01 __ _ _ <br /> Quantity Represented �7_ . Cu. Yds. Specimens madc by a• S'-'ttldbQrg . No. $ubmitted 3 <br /> Location o( pour (per in(ormation from job-site) 3-�-15 p.C. P&IIe�.[i� 1-D-1 FS.L'.�eII91� 1-D-2 P�•_ <br /> Panel & �f_ali ftg on line 5 + ,"g'r _- _--_- - -- --_- <br /> Sirength requiremenf __37J0 _ psi at 28 days Mix Desiyn No.: ___ _. - _ . <br /> NATERIAL PROPORTIONS USED (Quantities per cubic ya.d of concrete) <br /> Cement - -_ - ---- Ibs._.__6� _ bags Type IIT _. Brand - -_---- .. - - <br /> Fine Aggregate (SSD) . __.__ Ibs. $ource. _ . __ ___. - - _ — _. --. -- TYRe�— <br /> Coarse Aggregatc (SSD) Ibs. Size— _.$ource_ . _ _ _. _—— Type:_____._ <br /> Coarse Aggregate (SSD) .._ Ibs. Size- � —Source __ _ .__.. _ .---- Type: <br /> Water Total �C Gals. ___ __. — _ Gals.-�bag; Actual Slump_ � In. <br /> Admizture: Amount T OL�7BLC _ __ Kind ��eX _ _ <br /> , - - -'� �+/gjC K;�d g02zO�.t}i Entr. Air _. ._ — °o <br /> Admixture: Amount____ _. ___-__ . — ..- .. <br /> Temperatures: Air 'P Concmte. ___°P Weather_ _ Pa2'_b�y C10U(�y <br /> Mixing: Centwl Mix � Truck Mix ��. 1ob fdix ❑ <br /> Above data obtained (rom: PTL Inspection � Project Engineer ❑ Controdor � <br /> Concrete Supplicr � Other � (Designate) .___ _— - - � <br /> Cyls. delivered to la6orofory by: PTL � Coniroctor ❑ Engineer � Common Carrier ❑ <br /> Cylinder $ize 6 z 12 Inches COMPRESSIVE STRENGTN Area 28.27 Sq. Ins. <br /> �PECIMEN RGE L4BORATORr I [JnT[ ��TF TOTAL � UNIT � REPORT � <br /> MARNING —� OAYS — NUMOFR i RECFIVEG =ESTFD iLOAO-POUNOS LOAO-P.5.1. NO. _ <br /> i __ . I �---_—I- —.___. <br /> I <br /> 4 p 3 i 66,51 I 8/31 9/2 i 125,� 'v42o ' 3 <br /> 4 B i 7II 6652 II 8/31 I 9/6 i <br /> 4 c 7 6G53 ' 8/31 � 9/6 I , <br /> ' - —_ _ - - ' I � <br /> _ Day fests previous�y repurted <br /> R�ma�ks: ____cc:_� -_Norman_Jacobson. Jr. _ — - <br /> —_--- - - _ 1 - Suyt._of_Bldgs. _-_ <br /> - - 2 - IIqugh Con6truction - - - -- <br /> � � �' --- _ _ - — - _ - - _ <br /> m1C P�snectfully sub it ed, <br /> PITT�fSURG_ H. TEST NG ORATORY <br /> N��'� ' <br /> Distric anagcr <br />