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�Q/'=•,�%, PITTSBI�RGH TEaTINCi LABORATORY ��AM ���_.� ,� <br /> ' i uveus.�o ue� <br /> w � <br /> _� 826 N.W. d9rh STREET., SEATTLE, r+ASMINGTON 98107 <br /> '-' � a <br /> s i <br /> •� � uuro�� v+ormnoN rn curr�re ruc m�m.ia •en o�aa[�v�e •�� nvoere <br /> •nc wewirr�o �e �He eo�rm�Hn�� nAnPe.+rv o� ci.i�Mre •r�o �i�n�mie�riow Order No. 5,: ')�)]_ <br /> ai��� -, /"�`N ro��veuut�on nr ar�rr..:nr. �o...iu�mn-. oo u:n.ci� rnaw o+ •m.�o�Hu <br /> M1fFps�`„�.� OVfl P[I�ONT/ �� XL�fI�YLO I'LNOiM�� OVR WF�IT(N ....o,,.�. Reporr No. 1-:L •\ <br /> CONCRETE TEST REPORT <br /> Clienl�s No{�_��i�,;',+1�)_0900 <br /> Date Noulded 1 -i�-�_�_— — Reparted�:��L __ <br /> Proiecf i�c1t:1,Q�i1'_es�ttl�:GiliL�iluils:inds �,U-32/33 <br /> At__ ��•e�_tt.�Si�� --- —��-.9� 9-::(i?;??_6100-r�[il�QL9_— <br /> Controcror The :`.us�j,p COLlp�ll] '�_--------- --- <br /> Reported ro__ �ee L1�pP�_ <br /> Concre�e $upplie�—15�4C1ii�CSL�%.RSLti'vL'iLti"t��..-- <br /> Ouanfiry Represented _°Q_Cu. Yds. $pecimrns made by—_�._S.LL'LtC� _ Na. Submitted <br /> n.. -11 n.. n �. �� � 11 <br /> locotion of pour— 1'Ootin •s ;�-7.=J_.1-J .0 iI_1E1.---J-='-'-5------ <br /> Strengih reqm ment _-17�� —_.psi at 28 days <br /> MATERIAL PROPORTIONS USED (Quantities par cu6fe yard of concrote) MIX No.:S:l: s <br /> Cement__.._�1.Z—Ibs. ��y bags Type Brand <br /> Fine Aggregate (SSD)—��]�_ 16s. Source _____— Type; <br /> Coarse Aggregate (SSD) � 9�1 Ibs. Sixe_--— Source__ ____Type; <br /> .:oarse Aggragate 155D)—_ _Ibs. $ize _Source __Type: <br /> Water Total ___;1_;LL12�• �uG� __ Gals.,bag IIOt ...;Cc L' <br /> Admixture: Amount Kind _______ _ _ <br /> Admixture: Amount. __ Kind __ <br /> Above Information obfained from; PTL ba�ching inspection � Project Engineer � Contracror � <br /> Concrete Suppl�er ❑ Other ❑ (Designale) __ <br /> Entr. Air . e Actual $lump_�y In. iickct No.: �'2�,; T.: 5<173 <br /> Temperatures: Air �:1 �F Concrete _ _7g "F Weather __O.veLCi�9C�.G�l-',J_1r:11i.�C1.:-1e <br /> Mixing: Cer�ral Mix � ?ruck Miz ❑ 1ab Mix ❑ <br /> Above Site In(ormation obtained from: PTL Inspection [.] Project Engineer � Contractor ❑ <br /> Concrete5upplier ❑ Olher ❑ (Designate)___ <br /> � �s. '.elivered to loboratory by: PTL .['�.J Contractor ❑ Engineer � Common Carricr ❑ <br /> - - ---'-_ `__= -. .--____"_, -_ .. . ... _ �-- - . .._. . -------- - ______.T-�, <br /> Cy��nder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 18.27 Sq. Ins. <br /> �'ECiMEN �OE L�BOR�TORY C1iE O�TE I TOT�L UNI! NEPORT <br /> � N�qNINO ��Y! NUMBEN BFCEIVF.O _ TESTF.0 _ L��O•POUNOS LOAp • P.�.1. IM. <br /> ; 1�� .� 7 <<04 1-23 1-ZG 59,000 ?09C 141 �; I <br /> i�5 _� 23 v05 '.-LG � <br /> 13� C 28 40(i �-LG <br /> , I " �t � <br /> I . ., �, .!� <br /> _. <br /> ; � <br /> '--- --- ---- �� '=-�r�-- <br /> Day tesli prwiously r�ported - �� , `�^ <br /> Remarku �c: 3 lioein � Gn,ineerin.� & Ln�t�/�t.ti1:_1.:'r��1 �tIIf'�� h • � <br /> � <br /> _' Sec�tt],.,C P�1'1- � � - r--r—=��_ <br /> 1 'I'hn r.narin Cn,..f',ttn� .I� P�Par�mi i —�-- <br /> _ 1 �.�ii�i 1 rli •i � I)��ni _ �:(vnr�+r� f�� -� ���/ <br /> � .CS(]Ci " ft�(I _`.::IIL�i�(iL,l}lP.L__— <br /> Respect(ully submitted, <br /> PITTSBUgGH TEST NG ABORATORY <br /> kk Sta.F����--� DistrictManager <br />