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. G���ST�N��9 PITTSBURGH TESTING LAF30RATORY <br /> �JP ' '.,�b�s �s.nuusnmmni <br /> '^I� U `s�? 826 N.W. 49�h STREET.. SEATTLE, WASHING'ON 98107 <br /> ( a <br /> < <br /> wurun� nnorvciioH .� a�cv.s. n�r rinn.ic nHn o��n�r�vi.:. � i nrronrz <br /> q�r• o ♦ enc saovrt��v ns tHc mvrmcvtu� rno�o�n w ci.ic�rs nqu �ur�omxenon $E� ' • <br /> C�p`�c p %�`�eT"' ron ronuu.iow or sr�reMexrs eoxci.osv�vs on e�rn�ets rnor+ on�nee�noine Ordc�No. �LIK�t <br /> F�RSANO�N� oun r.oroqts is n�acnvr:o rorunvc oun wnincr� nrrnove�. <br /> Rcport No, jZ <br /> CONCRETE TEST REPORT Client's No. <br /> Date Moulded 2"22m67 Reported 3w2-67 <br /> P�oiec�_- �n March�ar-��Fa�I��'s To Be-7�--- ---- <br /> Everett ---- <br /> - -- - - --- <br /> Af _ ----- <br /> Aaugh Conat <br /> -- -- — ------- - — -------- -- <br /> Contracror . <br /> Reporred �o—�ormnn Jacob�on — - --- - -- -- <br /> Concretc Sop�l���__Job�mizad by Jn�tod_Mosonry _("or�ttle) ____— - <br /> Quantit Re resented _`' ._ Cu. Yds. $ ecimens ma e b � ' $andberp, <br /> Y P P d y No. Submitted 3 <br /> Lo�ario�, of pou. (per inFormation f�om job-site)_ �alls o�_atorage are�ge aree botween � nea 11 <br /> ',��C UBC_20U0 _ _ - -- - - ------ <br /> Sirength requiremc 1___ _ _ psi at 28 days Miz Design No.: __ .__ __ ___ _ <br /> MATERIAL P�OPORTIONS USED1(Quantities per cubic yard ojc�o�e�ete) <br /> Cement ____. Ibs. . 1 Da '�oyr's Typc__._Brond_ _ i <br /> Fine Aggregate (SSD Porta� Sourcc_ T e:__ _ _ <br /> - I.—(TCP� -�-fHtr—_------------ YP .---- - <br /> CoorseAggregate ($$D) _�s. Sizc__Source ____.____ Type:__. _____ <br /> Coarse Aggregate (SSD)—_ Ibs. Size. ___Sourcc Type: ___ __ _ <br /> Water Total Gals. _ _Gais.%bag; Actual Slump Plastic ���, <br /> Admixture: Amount u�nD ,_ ___ Kind__ <br /> Admixture: Amounf Kind_____ _ ___ Entr. Air � °; <br /> Temperafures: Air�u2___°F Concrete ,°F Weathcr__ �'QrCB9t. _ __ __ <br /> Mixing: Cenlral Mix � Truck Mix Job Miz Q <br /> Above data obtained from: PT� Inspection � Projer.t Engineer � Contractor � <br /> Concrete Supplier ❑ Othcr � (Designate) . __ <br /> Cyls. delivered to la6oratory by: PTL �] Contracto�� � Engineer ❑ Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Arca 28.27 Sq. Ins. <br /> I SPECIMEN AGE LABORAtORY fiATE pATE TOTAL UNIT � q[POR1 ' <br /> MApNING OAYS NUMBfR R[CEIVEO TESTED LOAO-POUNOS LORO-^.5.1. NO. � <br /> � _"_ —_ — — —___--_ --.�_--'__. _' <br /> 2 � 7 I 2217 2�23 i13�i9 31,000 1100 I 32 <br /> � 2 B � 26 2218 2-23 ' 3-22 i <br /> II 2 C I 29 I 2219 i 2�23 3m22 <br /> � I <br /> �- --�--- —— L -- - - - � i <br /> Remorks: CC: B1lli�h Co08�, �-- Day tests previously reported <br /> -—A�orinsn Jacobson� - - <br /> --- <br /> __ - --- -Sunte of eld�ne � <br /> - —'- - <br /> �� _ - - - __ <br /> Respecifully subm' ted, <br /> PIT'f5@URGH TESTING A�ORATORY <br /> Ce` �1 \ �>'u <br /> �..'L47--.�.� Mr� <br /> Distriet� nager <br /> , \. <br />� <br />