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I <br /> 0Jp4� ` PITTSBURGH TESTING LABORATORY <br /> -:;.�8�9 ronu aaox.n.eE <br /> N T� ;�� Utu�n�[v uei <br /> � � v B26 N.W. d9ih STREET., SEATTLE, WASHINGTON 98107 <br /> I ..or�.-�i � �ncnati •� r nrv.s �r ��.n��c .no no. �.rs <br /> \n�`'�.�iy`� ,,,�,s,e��.,ro". ,�.,'��.,�.,� „�;���,:�s. � ����"�.ho . �;.::'.",` Orde� No. SE 9972 <br /> .•iy���� ����, �..e� ou. ��i✓or��s�e�.i�sr.�o .ann,r�cm.w�wuTnrrn ..�vnv.��•��•••,m�n,. <br /> Report No. 78 R <br /> CONCRETE TEST REPORT • <br /> Clien�'s No(?-F104419-0900 <br /> Datc Moulded .._ 11-10-78___ _ Reported . 11-20-78_*_ 17.-11-78_ _ <br /> _ _ - - - _ _ <br /> P�oi�ci______��ng�erett Facility__euilding 40-32/33 <br /> _ — -_--- ----- - --- - -- - <br /> q� ____.___ Lt�erett. ___ _ _ W.O. 8-E6282-6100-886019 <br /> - - ------ - --- <br /> Conrrocror_ ___ The At1st1S1_Carq�enY ----- — <br /> _ -- ---- -- —...-_- --- <br /> Reporred to_. ___ SEe _Be1Gw � - <br /> -- -. _ -. -__-____ __-_ <br /> -______._ - ..- <br /> Concrere Suppl�er�sociated Sand & (,Yavel____ <br /> Quantity Rrpresenled _2� Cu. Ydz. $pecimens made by__ D._St2tte[ _ __ No. Submitted 3___ <br /> LocoNon of pour Slab tunnel rartg� East of 11ne_f•_and line #17.0. <br /> ----------- ---— - -------- ----- --- <br /> $frength requiremenf ------_-. 40�0�___----- F$i at 29 dap: ��--- <br /> MATERIAL PROPORTIONS USED (Cuantities per cu6ic yard of concre�e) MIX Ne.:Ctass F. <br /> Cement_ ___Sfi4__Ibs.___( bags Type_____ Brand _ <br /> FineAggregate ($$U) _._13��_ Ibs. $ource_________._. ._.__.______ _ �y�; <br /> Coarse Aggregate (SSD) _190�_Ibs. Size __ Source ___.____ Type: <br /> Coarse Aggregaro ($SD) Ibs. $ize Source ____________. Type: <br /> Nater Total _ ___ Gals. Gals.. bag IlOt ��ater <br /> Admixlure: Amount ��92. Kind __POZ2011th�00N... <br /> Admi�,ture: Amount . ___ __ Kind <br /> Above information obtained from: PTL batching inspection � Project Engineer � Confrattor (� <br /> Concrete $upplier [7� Other ❑ (Designate)__ _ <br /> Entr. Air o Actual Slump____3_ In. Tickef No.: 2QZ]SB__.T�S.�u9 <br /> Temp�roturez: Air �6 'F Concrete __�]__ F Weather _ <br /> _�10dL---- <br /> !dixir.g: Cenlral Mix � Truck Mia � Job Mix � <br /> Above Site Information obtoined from: PTL Inspection i�' Project Engineer [] Ccntracror ❑ <br /> Concrete $upplier �� Other � (Designafe)_.______ <br /> Cyls, delivered to loboratory by: PTL � Contractor ❑ Engineer � Common Carrier ❑ <br /> --- - ----- --- - =� �- -- <br /> -� .. _.__:.-__-�_.._-- -----_--_ <br /> Cyli�der $ize 6 x 12 IncheS COMPRESSIVE STRENGTH A�ec 28.27 Sq. Ins. <br /> ,-- - ---- _ - -- <br /> SPECIMEN I 4GE LA�OR�TOPY n� — � �p-F TOT�L UNIT I qEPOQT , <br /> _NARNING _ 1_U�YS__ NUMBER I PE FIVEO I 'ES'EO I LO�D•POUNDS 10�D • P.5.1. I 40.— I <br /> � i I �i <br /> 72 A I 7� I 9540 � 11-13 � 11-17 I 90,500 3200 * � 78 A <br /> 72 B 28 i 9541 I 12-9 I 139,500 4930 i 78 B <br /> 72 C i 28 ! 9542 ' � 12-8 150,000 5310 I 78 8 <br /> ' ; I I � ; <br /> , ; , <br /> �- _ _-- -- --�--- - �------�- <br /> -- - - . J*-.-� ..Day fest� previously reported I D � � �� �� �;� ''-' �"� <br /> Remork.: �: 3_BOe1Rg_E]1gi'. _&_CAns�Att7l_Ldi�_CletrnRts___����� <br /> 1 '�l€1�U�t1T1_�4.�tt11:-,7��'�'tL'IS4R_ "�� J ^ � <br /> -lSls�4._De�t._City�f..E�re�tt ('/T ���-''` <br /> __2�eattle-P7'l.----- F <br /> -- -_.1 .lssoc._Sand__S_Gravel_Ca�}-Inc._-- - -i�p���_�!i_l�� <br /> ResPecrfally ��b�eP� <br /> PITTSBURGH TESTIN L BORATORY <br /> ��"/^'^'� -���-- <br /> ld Seatt�e I District Manager <br />