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tESTINC Foi.0 ,�o:.n_sc <br /> Q��,y ,.,�+, PI'TTSBURGH TESTWG LABORAT <br /> 0`� `� �c�9 r:sineue�m tam <br /> 6 i v �0 8:6 N.W. 49th STREET., SEATTLE, M'ASHINGTON 98107 <br /> � <br /> �s e wuro.� rnotmnor� to cu�rv*s. .vic euouc nro ouns«vrs. nu ncroms ^^ '.'.M <br /> �"y% ���L' •nr. :�ori..�o .s n�< <oi.rio��,i,� �ao�ca,. or «i��.s. .��, �v.�oni:�,�oN Ordcr No. OI,+y�\RJ <br /> CN'l� t�� fON PLOLICAVX RCPO(1T5 19 FCS[nVLO4PCHOING 011R WP*ITTCNg/�FPFOVAL.nCG/.f1�ING <br /> �fRsnNo�"� � <br /> Report No. 5 <br /> CONCRETE TEST REPORT Client's No. <br /> Dafe Moulded.___ 8"'� Re orted �� - .---— <br /> Projed--_-_ SOn_MtsrChO - P2:icin� FaC�liLSOs_ <br /> At _ _ F%verett� lJaahington -- - _ — _ -- -- <br /> Contracror ._ —_ �� �truCLion Co. _ -_ - _ — <br /> Repor��d �o___- ___ N._G. Jacobson Aseoaiatea ___ <br /> Concrete Supplier_ A88�CSHtQt1 u�`la71d 8c GT87C1 _ _ _ .__ _ ___ _. _ . _ _— <br /> Ouantity Represented__51 Cu. Yds. $pecimens nada by_ a. S&IidUBTg __ ___ No. Submitted _3 <br /> - -- <br /> Location of pour (per in(ormation from job•site)_ Ne-�.1 1.iTio 1 fi'Om Line_A to C�_to 1eYe1 oY bOLtOm Of <br /> lst floor alnb. _ _ -- --- - <br /> �Q __ psi ot 28 days Mix Design No.: _ . _ _____... __ _ - <br /> $trength requiremenf . . __ - <br /> MATERIAL PROPORTIONS USED (Quontities per cubic yard of ce�crete) <br /> Cement Ibs.__ 6. - bogs Type .. IIS _Brand___ _ _. _ .__ ----- <br /> Fine Aggregate (SSD) _ _ _ Ibs. Source. . . Type:_ <br /> Coarse Aggregafe ($SD)_ Ibs. $ize—_��$- --Sourcc_ _ _ . ._—_—— Type:_ . ._ ._ <br /> Coarse Aggregn�e ($$D) — Ibs. $ize___ __$ource . .__ __—— Type: _ _ _ <br /> Water Total --.--._- . Gals. __. -- _- —Gals./bag; Actuol SIumP-- _ 3-- . ---In. <br /> Admixture: Amounf ___ �+QZ. p0I' L�. _ Kind _n�TC%x ____---.---_ .._ — <br /> Admixturc: Amount__ Klt1._P01` B�C.___ ____ Kind_ _POZZO�.`lt�l Enir. Air __ o <br /> Temperalores: Air __6`j ._"F Concrete__._____°F Wcuther SW3L�y _ - - - . . . _. . . . __. __ <br /> Mixing: Central Mix ❑ Truck Mix � Job Mix [] <br /> Above dafr o6lained from: PTL Inspedion � ?roject Engineer �] CoMrac�or ❑ <br /> Concretc Supplicr ❑ Othcr ❑ (Designate) _ ._ . _ -------�� - - � — <br /> Cyls. delivered fo laboratory by: PTL [�7 Coniractor � Engineer ❑ Common Carricr � <br /> Cylindcr Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 26.27 Sq. Ins. <br /> SPECIMEN NGE I LApORAtORY I � OPTF I �ATF lI TOTRL UNR— T REPOAT ' <br /> I NO. <br /> MARMING �I.YS NUTABER AECE��EO T:STL� ILOAD-POUNOS LOAD-�,S.L . <br /> I- <br /> 'I_ " I_ -- _'— _ _ .— _ . _ _ ._ _ . . "-- —III <br /> � 5 �� 7 533z � 8_�_66 ' 8-1z-66 ; liot000 �I 3890 5 <br /> 5 B ? 5333 8-12-66 � 8_12-b� 112,000 ' 3960 5 <br /> 5 C 7 533�+ li 8-12-66 !I 8-12-66 118,000 �� 4170 5 � <br /> � - -- - -- - - I --- - - � � <br /> __. Day tests previous�y repnrted <br /> R�mo�k5: _ cc:_3-Normazt_Jucobsoa. Jr._ _ — <br /> — 2-Daugh_Constructi.on --- - -- --- - <br /> -- --- -1-SuPt. of Dldgs.- - ---- - <br /> --- - 2..PiL - - - - -- - -- -- <br /> 8^n - - - - - _ - - <br /> --- - - - - --- - - <br /> Respecifully sub ted, <br /> PIT URGH TESTING 60RATORY <br /> \�\ Disiri anagcr <br /> � <br />