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�"5TN` PITTSBURGH TESTING L4BORATORY � � � <br /> JpV� i 4.('�eO <br /> INmt� � LSTA�LItNCO IPBI <br /> 0 026 N.W. 49th STREET., SEATTLE, WASHINGTON 90107 <br /> a <br /> K IIfUAL VR� G110M i0 Cl�C1��5. TI�[ 1'�IfIIIC r� O OIIIlSLL`:1'S. <br /> 'y"�r � ( .�"� nc unvitrm n wrurm�rvrini. erwvcnn u �ucn.s •nn �u��eni:n�i���n Qrdcr No. S� `+L':�} <br /> C �� /h roe ruouc�ncH'nr s»�cYcrvTs. coac�us�nvs nrsr��inecis rnorn ors n�w�>ou.c ' <br /> �FF 5 �t� nun noron.s is ncscnvco rcHo�vc oun �-ninv� errnov��. <br /> Report No. J3 <br /> CONCRETE TEST REPORT Client's No. <br /> DateMoulded_______ '�`�_____ Reported ____._��JZL7� <br /> P«iccr __ IIon i�arche�J_�ng F�i�t].�.Sleo -- ---- <br /> Ar_ &veratt� Wn. —_-- - <br /> Contronor _ BnAgh COnGL. ____ _________ ____ ___ ___ <br /> Reported ta__—_—__—rloI'm371 J{3Cob_sOTI_ <br /> _-_—_ - .__ __ —__---_._—__ _ _ _ ..- . <br /> Concretc Supplier_ A06oCi&Eed S. &�.__ . <br /> Quantity Represented_'� Cu. Yds. Specimens madc by_ Q� S&11dbeTR No. $ubmitted_.j _ <br /> Location of pour (per information from job-site) Ground�lab ba�y�evn_li,ngQ12_&__15��m°A°t0—_. <br /> _ to A..�4!-- -- --- — -- --- <br /> $irength requirement._ 30� psi at 28 days Mix Design No.: _. _--— —.. <br /> MATERIAL PROPORTIONS USED (Quonrities per cubic yord of concrete) <br /> Cement ._ ___ Ibs. __� bags Type I__. Brand.._ _ . � <br /> Fine Aggregafe ($SD) __.—__ Ibs. Source ____ Type:_ <br /> Coarse Aggregate (SSD) Ibs. Size__ Source_____—__--- Type:_ <br /> Coarse Aggregate ($SD)._ _ Ibs. Size. � $ou.cc _._ Type: _ <br /> Water Total Gals. _ Gals./bog; Actual $lump_ 3 __In. <br /> Admixture: Amount Z��•� Kind=�l8r�t9.mdnL <br /> Admixture: Amount�� K'�nd_�'d=1� Entr. Air_ °o <br /> Temperotures: Air �—F Concrete___°F Wecther.___���' ___ _____ _ <br /> Mixing: Central Mix [� Truck Mix ❑ Jo'o Mix ❑ <br /> Above data obtained from: PTL Inspection �'j P o�ect Engineer � Contractor ❑ <br /> Concretc Supplicr ❑ Other ❑ (Designate)__ __.__ <br /> Cyls. delivered to laboratory by: PTL �] Coniractor ❑ Engineer ❑ Common Carrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> �SPEQMEN RGE LABORPTORY DATE 04TE iOTI.L UNIT I REPOPT I <br /> APNING OAYS NUMBER AECEIVEO TESTEO LOAO-POUNOS LOAD-P.5.1. I NO. � <br /> I i — _I <br /> � � 7 �4 3-6 3-l0 � 93f� 3290 � 33 <br /> I B 28 z585 " i 3-31 <br /> C 28 2586 " I 3-31 <br /> -I----- -- -- --- <br /> _ Doy !ests previously reported <br /> R,:r:arks: __ a02 2 Betlgh COABE• ----- --- --_ - <br /> —�P1Z — - <br /> - -- — — <br /> --- ---- 3 Nox�man�on - -- — _ -- --— <br /> - --- -- -- 1 Supt. of Dld_g•. __ _ <br /> cda - --- - -- - - <br /> Respectfully sy bmi� .�� <br /> i'I T56URGH TESTING A30RATORY <br /> � � p <br /> �-n-�A-Y ,J sf..,.,�_ <br /> � --� �- - - \ ' _. . <br /> - ,, DistEic�t Managcr <br /> \ � �) <br />