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«5�N�< PITTSBURGH T <br /> ESTING LABORATORY ' ' - " " <br /> PV�•" "6��Bp csr•xunMm �na� <br /> yJ�y ` � g26 N.W. 49th STREET., SEATTLE, WASHINGTON 98107 <br /> o ^ T ) r O <br /> C 9 �..�:� <br /> � /�� � MVTU�L PPO�«T�ON TO CLIENT]. TNC P1111LIC 1Mp OUPSCLVES. �LL PEI'ONTS O�JCE Na. '' � <br /> �.j t� O ti I.PL SV6MITTLO /.5 tM[ COH�IOCHTI�L �'PDPLNTY OI CLICNT4. �NO �VTNOP12� <br /> v <br /> ♦ y fON PVOL�CAi�ON O� St�1CMlHTS. COMClV51ON5 OA �t�A�LTs �NCM aA MCGLX�ING � <br /> C/M1.4C C4��j` 011P PCPCNiS IS HCSfPV[� PCN�IMG 011�1 WPITT[N I.PPI�OV/.L. <br /> tf,ySqN��N Report No. <br /> CONCRETE TEST REPORT Client's No. <br /> Reported -�°'����= --- - <br /> Date Moulded_��4'� --- - <br /> Project— HO�!(&1�ChC_P�S$'1`IA(�1' - <br /> Ar _---�'aP0�1z�A811�I1E'�OL3-- <br /> CQAt7L�_C9_a _ --- <br /> Coniractor ----�`1�__ --�-------- ------- <br /> Reported to—--�03'ID92LtlIlC➢�1QQII__ -- -�. - ---- . _. - <br /> Concrete $upplier_BBE'+49�8+'C� 'S�+d-�� d£S'�1------ No. $ubmitted� - <br /> Quantity Represented�}�--- Cu. Yds. Specimens mode b ds-��-�� _ _ <br /> Location of pour (per in{ormotion from job•site) ___����-- __ . _ . __ <br /> ------� - - - -� - -- - - � _ psi at 28 dnys Miz Design No.: __--- - - <br /> $irengih requirement_Jj7J� — � ----- _ _ _ <br /> -T MATERIAL PROPORTIONS UScD (Quantities per cubic yard of aoncrete) <br /> _.__ Ibs._- . �4.__ bags TVP�- -SII---Brand_ _- --- <br /> Cem^ci—-._ _ _— - TYPe:— -- <br /> Ibs. Scurce_ _ ._--- --- <br /> -- --- <br /> F inc Aggregote ($$D) _. -.--� __ Source—.- . - -— T YPe�— <br /> Coorse Aggregete (SSD)- Ibs. Size_. -- -- - Type: __ <br /> Ibs. $izc_ �- .--Source_--- In. <br /> Coarse Aggregate (SSD)-- Gols./bog; Actual $lump_ _� <br /> Water Total -.--- - Gals. __. - - --- r�x —— <br /> T O7[o _____ Kind <br /> Admixture: Amount_�GS!� -- POgpp],i�l EMr. Air __ -- °o <br /> Zb._ T_O'd�- - --- Kind--.—_— -- <br /> Admixture: Amount _}�_ � "— °F Weafher__�0��-- — � � <br /> � "F Concretc_ _ --- �ab Mix ❑ <br /> Temperatures: Air_ ___ - <br /> Mixing: Ceniral Mix ❑ Truck Mix � Contractor ❑ <br /> � Project Engineer ❑ <br /> Above da�a obfained from: PTL Inspedion �,h� U(Designate) __ --- - - -- � <br /> Concrete Supplier ❑ En ineer Common Carrier ❑ <br /> Y Y Contrador ❑ 9 ❑ _ _ _---. <br /> Cyls. deiivered to laberator b PTL � _ _ _ - ------ - - -� � <br /> - - -- - - --_- __ _ _-- — Area 28.27 $q. Ins. <br /> C�lindcr Size 6 x 12 Inches COMPRESSIVE STRENGTH - _ <br /> —�— - � - � I TOTRL UNIT REPORT I <br /> , ... IJATE DATE P.5.1. NO. <br /> I SPECIMEN PGE LAAORATORT , OPD-POUNpS IOPD- <br /> T OPYS NUMBEA nECE�VE� TESTFO �� <br /> . .. MARKING . --- ' I <br /> �i� �i y„ig�66 I 133.� 4700 � i <br /> i2 a 5 75� � <br /> � 12 a 7 7569 9-19-66 I 9-21-� <br /> �� 12 C � 7 757n 9-19-6b 9'a`� �I <br /> I <br /> i, , --'— — _ -- _. <br /> � Doy tesfs previously repndcd <br /> ca: 3-.Worm9n JaaobBon, Js., _ - <br /> Remorks: . - <br /> :l•Sunt. of B].dSse_ _ <br /> -- ---- 2 gnu� Comet. --- - — — <br /> — 2•pTL __----- _ <br /> - --- - - - <br /> _, - - -- <br /> - - <br /> � L`�'- � - � - � Respedfully sub �tted, <br /> PITTSBURGH TESTING BORATORY <br /> !�^"�"� _ <br /> ` Dislri t anngcr <br /> '�J <br />