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�ESTIF� <br /> ye,��:;•> ��=`+m,� PITT 9URGH TESTING Lp '�ORATORY 'onr.00m-e.0 <br /> i <br /> [�r��u�w[n un <br /> e "a B26 N.W, 19ih STREET., SEATTLE, WASHINGTON 9B107 <br /> r � <br /> �w/J •� � MVTV1l �110Tf[110N t0 Cli[NT{ 1N[ rV�LIC I�M� OV11{[LV[• •LL I�[IOI�T[ <br /> �/ � rH •11[ �V�MrtT[D �6 TN[ CONIiOINi�f� MOn�ei) JI '.�R�rt{ •ryC �OTwOOq�T10N O.de� No. SE 9972 <br /> C/��� .f}�t,\y 1011 �11�LIC�IiOH OI {i�TIM[Nl� COHCLII�IOH� 011 [1Tp�Cti f110M OII M[O�IIOIMG <br /> �fq5AM0��� oue s��on-e �• nu[evm reHo�we oo+ w�rtt[M ���sov�� <br /> CONCRETE TEST REPORT Report No. 39 A <br /> Dor� Moulded 9'Z5-�8 10-5 78 Cl��o�': NoA—A04419-900 <br /> — Reperrod_--' <br /> P,oie��_a9�ing_E�ett Ex}�ansiQn B1ti�d�,n�_�-3�133__ <br /> A� Ev�EtY _. W._41�E$-EGZ$_2-61QQ�8�U19 <br /> Co��.o�ro,�'he�ustin_�ot,pan;� <br /> Reported to_.�$EE'�P1DW — <br /> Concrete Supplier___.ASSO.Cj.IltPd Sand & ravgl <br /> Ouamity Represented_ _ Cu. Yds. $pecimens made by_SL�.�Il.t _ No. Submitfed 3 <br /> Location o( pour�'lb_t,-���fj.�__._•------ <br /> Strength requnement 4DQQ—__ __psi al 28 days <br /> MATERIAL PROPORTIONS USED (Quantitie� per cubic yord of concrete) MIX Ne.:_ <br /> Cemenr___Ibs. Lags Typc_._.___ Rrand_ <br /> Fine Aggregate (SSD)__ Ibs. Source_____ _ TY�: <br /> Coarse AQgregate (SSC) Ibs. $ize—_ $ource _Typc: <br /> Coarsc 4ggregotc �SSD)?�]����14�rFS� Sourci���� jYa; — <br /> Water Toral--- -. -i ��f,'..j�, U�'��� SUB�1'1 <br /> A Imixture: Amo�n'__�A ��EDT'� �E 1'$F.9iJj,'js 421� <br /> Admizture: Amount f� ��1nd -------�---y ---- <br /> Above inlormnticn obtoir�ed from: PTL batching inspection �] Project ErigineEf"'L'�f° Coniractor � <br /> Conc�cte Supplie� � Other ❑ (Detignote) <br /> Er,tr. Air____ 'o Actual Slump_ In. Tickct No.: <br /> Temper,.r res: /1ir. __ '°F Concrete _. °F Weother__�eBV��DB_ <br /> Miainr,: �:e ��.c; Mix � Truck Mix ❑ Job h a � <br /> Abo�rc Sik In(ormation obtained from: PTL Inspection ❑ Project Engineer � Contractor C <br /> Conuete5upplier ❑ Olher ❑(Designate)_____ <br /> Cyls. tlelivered to loboratory by: PTL ❑ Contractor � Engineer � Commo�i Carrier ❑ <br /> Cylinder Size b x 12 Inches COMPRESSIVE STRENGTN Area 78.27 SQ. Ins. <br /> r ' --- --- <br /> SPF.CIMEN I �GE L�N�RITORY O�TE p�TE I TOT�L UNIi RlPONT <br /> M1qMIHL p11Y5 fUMBER RECEIVEO TESTED I IOAD-POUNAS LOLO• V.S.I. HC. <br /> -__—.___—_ __. _— __—_—___. _____ _—.__"__ - ____ __' —__J <br /> I 39 A 7 8269 9-26 10-2 � 108,500 3840 39 A <br /> 39 B 28 8270 10-23 I <br /> � I <br /> � 39 C 28 8271 10-23 I <br /> I <br /> l—- I � I <br /> --- — . <br /> -- -------- <br /> . Doy le�ts previously reported <br /> Remarks: <br /> ---_.-rs:�3_�oaing�ngineering-Co./�1tLn:�.a�r,v�lements-_______ <br /> -- ---__1_The__AusLin_Cn./Attn:_._I�Peterson-- <br /> ----ZSeattle PTI. — — <br /> -----1-�uilding_DppL__City__of�v�r�tt --- _ <br /> r�� � � It'� � �'I � � , Respedfully submitled, <br /> UL PITTSBURGH TESTING LABORATORY <br /> S E P 1 0 1978 �' , �� �� <br /> p � � <br /> 1':� �-4: ,.: _ �_._ _— <br /> CIT� OF EVERETI <br /> Inspection Dept. <br />