Laserfiche WebLink
��"5T1NQ�� pITTSBURGH TESTING LABORATORY <br /> mJ:17 -.y0�9 ..r. r ;,_._ n.�r. <br /> �i ;TjO LsI�nLISN[O Ievl <br /> s 826 N.W. q9�h STREET., SEA7TL[, WASHINGTON 98107 <br /> < <br /> es n wu.w.� raarccnoH m cu��.s. ir.c �um.�c nuo ovnsr.�v�x. i nrrcnrz <br /> ^9�,', � e°� �ac suourtrcv ns rH� mr�nocwlu� vnor�mv or currv+s vo � +Hon�znnor� t� <br /> „�� ��o��. roA roouu.ioH or z...cMCMrs. mhu.�s�o�.s or� r.�.n�cts � w oa ncc..noinc Ordcr No. .�E..1{1}(� <br /> flqSpHp��� oun air���is is ncs�nvoo r�vo��c oon wni.r�v eernovn�. <br /> Report No. Zrj <br /> CONCRETE TEST REPORT Client'. No. <br /> Date Moulded 9..?$..� Reported l�.Fi.66 <br /> Project_ �ion�lnrche�arIcin�_F[ia3litiea--- -- -- <br /> Ar -- ---Evr.reLt,_ tlash. ------- ---- - <br /> Con}racim __--__._—a3:l�i (�i0178=• C.O.-- _. . —�— � <br /> _-__- _——__ .. _ . -._— <br /> eported to____ _ _iipZx]gp.ijgCQb6QII__ __ __ <br /> — -_- ._ _- _ ____ ___ _ - <br /> Concretc Supplier__ AssociltCd yaIId-& GI9yeL- -_ <br /> Quantity Represented�(j_ Cu. Yds. $pecimens made by. __ ___SandDer No. SubmiHed 3 <br /> Locotion of pour (per information (rom 'ob-site � � <br /> i )—_vall li.ae 8 B t lA to-H-lO-trcm-slov-212 to-elev <br /> - - �3 rrall B 73na from 6_to_7_& 9 to 10 to elev 21�.75 - Wa].I liae �i Fraa C- to-S�G to elez <br /> $�renyth requiremeN___jQQ(S _ psi ot 28 days Mix Design No.: _.2j4 �yt'�_]j,ng_!}_f�p�p j�,10 �O <br /> _Al0 to cle`�e P31---Idail�s k troa� 8-10 to A ta e2ev 231 = _---_-_ <br /> MATERIAL PROPORTIONS USED (Quanfities per cubit yard o(concrete) <br /> Cement__ __ Ibs. ____ (__._bags Type ___ j ___ Brand_ <br /> Fine Aggregate (SSD) _ _ ___ Ibs. Source_ ______ ___ __ _ Type: - <br /> Coarse Aggregafe ($$D)_._ Ibs. Size__ __ �__.Source_ __ Type:__. <br /> Coarse Aggregate ($SD)__.___ Ibs. Size_. ____Source_ ___ _ __ _ Type: _ . <br /> Water Total . . �_ Gals. _ _ Gals.ibag; Actual $lump_____.��_In. <br /> Admixture: Amount_� O_E_j7QP_fSl�__ _ Kind__.�gy___ <br /> Admixlure: Amount_}{ 02 p8P_pCl __ __ Kind___ppgy ____. En}r. Air _ °o <br /> Tempe;afures: Air__p_ "F Concretc __ _°F Weathcr__ g��s <br /> Mixing: Cenfral Mix � Truck Miz � 7C Job Mix � <br /> Above dota obtoined (rom: PTL Inspection [�C Project Enginecr [] Coniractor � <br /> Concrete Supplier I� Ofher � (Designale) <br /> Cyls. dclivcred to laborotory by: PTL �X Contwctor [] Enginccr � Common Carrier [] <br /> -- --- - - - - ---- <br /> Cylinder $ize b x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> � SPECIMEN AGE L4BORATORY '� pATF I L`e7FS I TpTqL l ONR T REPOPT <br /> — MpqHING OAYS NUMBER FECEIVE� , TFSTFD ILOFO-POUNOS LOFD-P.5.1. I NO. <br /> � 15 n y 8805 � ].a.3 � ��� � �� �� 2740 � 25 , <br /> 15 B 28 86oG io..3 r.a2b ' <br /> , 15 � I 28 88oy i la3 � 10..26 I I <br /> i <br /> � <br /> __`._._ . Day tests previously reported <br /> Remarks: _CC:._ j-IZOTm3n_Jacobaon <br /> 1 Snp�. Of-Sldga. ----- - .- - <br /> — ---�� �onei. _ — <br /> - - 2 PTL <br /> - <br /> ,�;�n — <br /> Respectful submitfed, <br /> �ITTSBURGH TE TI G LABORATORY <br /> G�J�.1 � <br /> \\ i trict Manogcr <br /> ) <br />