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"5T�"` PITTSBURGH TESTING LABORATORY � �� �� • � -� <br /> /JeG�a � y(4�•0 <br /> 60i �(��T fSiAOLISNt� IMI1� <br /> �� 826 N.W. 49�h S7REET., SEATTLE, WASHINGTON 98107 <br /> a <br /> � <br /> � ' �orwi �r+on�c.im� .o cucrv�s. vnuc �wo ounsuvcs. ni� nrron+s 1� <br /> r'SC�� �ytiy �I1C,Si:�vl�i1� n4 1MI nylipLNllnL I`POn�q}y p� CLICryi>. ANO .�IILMOPIZ.�TION Ordcr No. Si, 7fti�� <br /> .f.�\—��ttt; �[» i�VlILIC�i'[��a �I •.��l1.vtNT9. COHCLII�IONS OR CYTN�CT9 ff10M GN PCG�qOING J �. <br /> �A�SANO�� u � Pi�oo�s is r+cs�cvm rcnoir�c oon wqrtTcw �rrnove�. <br /> Report No. j <br /> CONCRETE TEST REPORT Client's No. <br /> Date Moulded_. $-2�..(�. --- -- -- Reported__c���j�Fj(�--.- - <br /> Projecr_ _Bon Idarche Perkir+Q-Facilitiea- . --_. <br /> A1 Evorett, an. ---- -- -- <br /> Conrrocior Baugh Construction Co. _ <br /> Reported to. . .Jarman Jaeobsoa . _. � -----. . <br /> Concrcte Supplier___��gl;ppiAted Sand Pe Qravel - <br /> Quontity Represented.. _ ( Cu. Yds. $pecimens made by__ . 6. ::apdbeTg-� — . No. $ubmitted_�_ <br /> Locotion of pour (per information (rom job•sitc) 2 $-�.j�',,._Aanelli� a{td 1- $-1 �3-�&nEl --- <br /> - - _ <br /> - -. . ..---- -- <br /> Sirengih requimment _ ��Q ____. _ _ p,i ot 28 days Mix Design No.: __. _ <br /> MATERIAL PROPOR'fI0N5 USED (Quanfi�ies per cubic yard oF concrete) <br /> Cement _ __ Ibs. . (� bogs Typc jiT 6rand <br /> Fine Aggregate (SSD) . __ Ibs. Source. ._ _ _ _ _ Type:__. <br /> Coorsr. Aggregate (SSD)___ 16s. $ize_. ____Sourcc_ . _ _.__ __ _ ____ 7yPe;__ <br /> Coars� Agqregate ($SD) _ _ _ Ibs. $ize—__'pti—$ource___ _ ____ ____ __,__ Type: ____ <br /> — _ <br /> Watc� Totol __ Gals. _.__ ______ _ _ Gnls.�bag; Acival Slump__ In. <br /> Admiature: Amount ____ j�py�� ___,__ ___ _ Kind_n��y__ _ ___ <br /> Admixture: Amount__.Jf�iB$- . _ _.___ Kind___pOZ2olStb . _ . Entc Air o <br /> Temperatures: Air,___5.f _ 'F Concrete__ __`F Weather . _ OyCPCat;1; -- <br /> Mixing: Central Mix � Truck Mix � .�. Joo Mix � <br /> Above data obfained from: PTL Inspection ❑XX Project Engineer � Controctor � <br /> Concrefe Supplicr I� Other ❑ (Designate) _ __ , <br /> Cyls. delivered to laborotory by: PTL � Contractor [] Engineer � Common Carricr � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> PECIMEN AGE LABOqATORY II �t.iF II ���.TF . TOTPL UNIT � � REPORT � <br /> —MARRING ORYS NUMBER �:ECFivF_O T[GiFp �LUPO-POUNDS LOAp-P.5.1. N0. � <br /> —�.—_ I I �---_— _ <br /> I 3A � � 6654 � 8/30 � 9/1 I �n,,�� .�� ��'�a <br /> 3$ i 7 ��t55 � 8/30 9/5 � <br /> I 3� r� 6656 8/30 9/5 <br /> I <br /> i _ i i I <br /> . __ _ __ Day tes}s previous�y reported <br /> Remnrl.s ��. � ;;,.��..n Jacobaon; Jr. <br /> - - - <br /> _ 1 Snpt. of 31dgt�. ---- ----- -- - <br /> -----�-i3au�h�onstrnctiml-- - <br /> 2 Pti, - - _ --- <br /> m r - -- - -- <br /> Respecifully su � itted, <br /> PIT�'Z6URGH TESTING ABORATORY <br /> \ � <br /> 1�.a-c....c� <br /> Distri • Aannger <br />