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��ESTINg� PITTSBURGH TESTING LABORATQRY <br /> �QGyy r;�1�� Fonnn o�a;-n.sr. <br /> y`� T`,�19 [:*nvuawm �aei <br /> � � �� 826 N.W. 49ih STREET., SEATTLE, WASHINGTON 98107 <br /> v a <br /> � <br /> I.S .� MVTV�L pPOTCCTIOH l0 Cll[NTS. �ME f'V11LIC .�NO OV1lSCLV[9. �LL NCPOPTS <br /> fj 1� ��Vy ♦F[ SUOMITi[O � TM[ CON��pCHT1At I�POf'[I1Tv Of ��I[NiS. AHO AIITMOFI2AtlON {'�/�A <br /> 1,���fy fOq pUBLICRION Of fiT�TlMCNTB. CONCLp510N5 OO CYTIl�Ci4 fPOM ON P[GAPOIryG Ordcr No. $F.•. t�V <br /> F�RSANO��� avn r�ronrs iz nrocnvm reHoiwc oun wnirTcn �rvnove�. <br /> Reporf No.j2 <br /> CONCRETE TEST REPORT Client's No. <br /> Dafe Moulded_ ZC-'Zj�� _ Reporfed__�Q�-_��_____ <br /> Project - -_- BJ1_f��SC�10-P3;j�AAg- . - -__ -- ------- - - --- <br /> - __ —.__—___. _ ___ <br /> n, — - __ _ �veser.$, t4aste�- - — <br /> Contracror _ ___ _ _ B3Il„�'-,h CoIIeC� <br /> Repor��d �o _ _ I1or�m Jacoheoa <br /> Conuete $upplier_ _ n�lCiCa �IICI_1'c �}a�ZVC�_ .. .- -�����-��--� �---� <br /> Quantity Represented_2.2f+ Cu. Yds. Specimens mode by__ ._ _SA;.d�<;P&__ � _ _ No. Submitted__j_ <br /> Location of pour (per information from job•site)—GOU_th_AAd 110I"4l1 ces:tor atrips o1'_3Pd_Y1opP._(rtpIIC�l_17g],g pf <br /> b3.d�'.)__�ail Zino 8 froa }3�10 to 8+10_to levol_oX jrci floor alnb__ <br /> _ - -- --- <br /> $trengih requirement_. _____3fl� ___ psi at 28 days Mix Design No.: _ ._ _ _ _ _ __ _ _ <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yard oF concrete) <br /> Cement__ _ __ _ ._ Ibs. ___6 __bags Type__ E__ Brand_. _ ___ _. _ <br /> Fine Aggregate (SSD) Ibs. Source__ _ __ . Type:_ _ _ _ ___ _ _ <br /> Coarse Aggregate (SSD) _ Ibs. Size__� $ource__ __ Type:____ <br /> Coarse Aggregate (SSD) _ Ibs. Size____Sourcc ___ _ Type: _ <br /> Woter Total _ Gals. __ ___ _ __ ._ Gals./bag; Aclual Slump _�►�_In. <br /> Admixture: �mount_�� P^�'�=_.__ Kind D��'+..'= ml�o G6cy1 3.� <br /> Admizture: AnauM _ � � :�j' �i� Kind_�OE^ � 2 Enir. Air o <br /> Temperatures: Air S2 _ ___ "PConcrete_____ _`FWeather O'JQCCt+flt <br /> Mixing: Central Mix � Truck Mix Q Job Mix � <br /> Above date obtained (rom: PTL Inspedion +� Projed Engincer � CoMractor � <br /> Concrete Supplicr � Ot'- �r � (Designate) _ __ <br /> Cyls. delivered to laboratory by: PTL Q Coniractor � Engincer � Common Carrier � <br /> �ylinder Size 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> I � SPECIMEN AGE LABORATORT I ❑.OTG I OGTF � TOTAL UNIT I pEPORT , <br /> NppNING �4Y5 i NUMBE9 PECFrv[O TESTEO ILOAO-POUNOS LOAO-P.5.1. NO. I <br /> --t i�_—_— _i _ —� <br /> =� fl i 7 9R38 ��, �.aNiB - I Zo�a � 790�0o z74� I 3z <br /> 2o a 28 9n39 10-38 i a].10 <br /> I �o c 28 9F�So � io�i8 �I ll�io I <br /> i i � <br /> , <br /> � --- -- -- -- � - - ' - � � � <br /> _ Day tesis previously reported <br /> Remarks: C��= �J NOR'�1 JP„COb150II <br /> __ .. _ . _— _ _ _ _ - <br /> __ __. __ — . _- . . <br /> — — 1 Supt. of Ei7 db. -- <br /> __ Z�Gi'''�!2__CG�3�L'x. _ . . .. . <br /> � � . -- <br /> T1�G � - - - � -- -�- ---- <br /> Respectfully sub 'rred, <br /> PITTSBURGH TESTING ORATORY <br /> . <br /> � Dis�ri t anagcr <br />