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�,"ST�"`� PITTSBURGH TESTING LABORATORY � �� <br /> PVys e�0 _n�e ..... <br /> '` ih O <br /> `0f � �sreeusem �ae� <br /> � ` � 826 N.W. 47th STREET., SEATTLE, WASHINGTON 98107 <br /> ' a <br /> < <br /> �pl ns � .u.w� rrto•ccriow ro uurvis. rr.o eueuc �wo ouneavvs. u� nr�onis <br /> f��� ��^" •NE 911BMITTCO �5 T�IC COMfIOEMTIAL PPOI�CNT\ Of CLILMi6. ANf1 �V1vOI�i>/.TIr�M Ordcr No. <br /> C/ 5 y� \y fON�'VBLICA�IOH Of ST/.TCMfNTT, COMCL11510M5 UR [�TP�Cif fpOM ON Rf�.APpING -' ' �� <br /> �� ��. OUP pCVO11T5 If X�5[PVC� PCXOIM1G VVN WRITT[N /.�YpOV/�L. <br /> RS�ND� <br /> Report No. <br /> CONCRETE TEST REPORT Client's No. <br /> Date Moulded ���-�%`= _ Reported .. =-'"� � "�-� __ _ __ _ <br /> Project_ _ i : 1rC:.2 , :Ci.lij'y_---- - -. -_- - -. - <br /> A� �vere�t, lJaeh. <br /> Coniractor --- Y.-tlyh Ccnot. . -- — — - _ — <br /> Reported to__. i�0_;D_.:� �.1;,�.-.-.,.-�.__ - - <br /> r..., <br /> Concrete Supplier �_�� �• . - ;tiC�. __ __ _ _ <br /> Quartity Represented I%Q___ Cu. Yds. Specimens made by__ BoFDhC7.� No. Submittedl�—. <br /> �ocation of pour (per in(o�motion (rom job-site)_. _� �;��-�" ����� b'-�aIDCII� OII �J'.RC /r S'POi] ��'�O�� <br /> _^h�cl:;al_1 on 1_ li i • � ; 'o j �- , , , 3�_.alco pla�ed concre'��.in Z_�a ^ulaq c� .:� <br /> Strength requirement--��^� --- Psl aL.28daYs.., :.�N�i�Deu�p3J��,��,��_.tQ.���_�� �_y �._;.::�, <br /> MATERIAI PROPORTIONS USED (Quanrities per cubic yard of concrete) <br /> Cement_. _ _ _ Ibs.___ _ri_ ___ bogs Type. !� Brand __ <br /> Fine Aggregate (SSD) _ ___ Ibs. $ource___. _ _ __ _ Type:_ __ _ <br /> Coarse Aggregatc ($$D)._ _ . Ibs. Size_7l8_Source__ _.___ _ Type:_ <br /> Coarse Aggregate (SSD) . __ Ibs. Sizc___ __—_$ource__—— Type: _ <br /> Water Total �_;_ Gals. _ _ _Gals.ibag; Actual Slump _�_� _____In. <br /> Admixturo: Amount_�-' %f ���i'<'_"__ Kind �a�= �=?3o J_`h' CaCI,� <br /> Admixture: Amount __,_ __��`' P����"- . ___ Entr. Air % <br /> ________ Kind <br /> Temperatwes: Air_ �%7 "F Concrete_ _____°F Weather_ _ CJ.011d�* _ __ <br /> Mixing: Ceniral Mix � Truck Miz � Job Mix � <br /> Above data obtained from: PTL Inspection 0 Project Engineer � Controctor ❑ <br /> Concrete $upplier ❑ Other � (Designate) <br /> Cyls. delivered to laboratory by: PTL � Contractor � Engineer � Common Carrier � <br /> Cylinder Size 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> 1 SPECIMEN RGF_ L<BOFRTORY f]I.TE � DATF TOTAL UNIT REPOfiT � <br /> MRRNING DRYS NUMBER RECEIVED TESTEO LOP�-POUN�5 IOAD-P.5.1. NO. � <br /> ,� : l ��6i7 ii-z7 ii-23 io8,000 3820 59 <br /> j3 Ii 28 11618 11-17 1Z�14 i <br /> j3 C 28 1161g ll--17 12-14 <br /> Day tesfs previous�y reported <br /> R�marks: cr.: 3 No�man Jacoi;cci <br /> - - . 1 Supt of b?;1>�,�_ <br /> --- -- --- -2 L���h Copc�, _ _ <br /> Respectfully subm'tted, <br /> PIT7 BURGH TESTING A ORATORY <br /> � <br /> Distric anagcr <br />