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G�tESTINC�, p��TSBURGH TESTING LAl30RATORY �-������ � -��--� <br /> e :, ,: o <br /> 60`:w�`��9 cz.nausr.co �nxi <br /> �` :0 826 N.W. 491h STREET., SEATTLE, WASHINGI ON 96107 <br /> a <br /> � /.5 I� MViV�L PPOTGfTILN TO CLI[4T5, t11C V1111L1C I�HO 011115CIVCy. ALL P[Vp11i5 <br /> ^^> V hh •P[ SVOMI�T[O �5 Ivl CONlIOLNiI/.L VROI'[�IiY p CLICNiS, I.110 .�II�NOP1i�TION Q�dC�N�. [�T� �f�M <br /> 1C �'y t �y fOH PlIOLIUtION O� 'vTI.T[M[NTS CON[I VSIGNi OPrO1TP�CA f110M GP IiC4AppING 7L� Vv <br /> 'yF�qSANU���� o��n nvrouis is nozcnvco r�vm•w oon wnirlev ePrvov.�. <br /> Report No. ],� <br /> CONCRETE TEST REPORT Clicnt's No. <br /> Date Moulded__ 8 17^� Re orted 6�25�_ _ __-_ . __ -.- <br /> P�oi��r____—$on 2iarcha Perki»g FAcil�ties ____ _. <br /> Ar __ `%verott, '"e�shin�ton <br /> Co�+.oc�o� __ -- --Haugh Conatcuct4on CortQat�y ---_---_— _ --- -- -- <br /> Reporred ro . _ __ Nox�nail Jaoobson _ _______ <br /> Co�cr�+c S�PPI�e.__ � �eoaiatod_Sann_and Gravel ____ <br /> Quantity Represented_.3�u. Yds. Specimens madc by_ a Sei1Qb8P�_._ No. $ubmitted_� <br /> Location of pour (per informotion from job•site)__ 1 �C^ Iiil10 PC PetlBl___ _ __ ________ <br /> Strengih requirement___375�__ __ _ __ __ psi at 28 days Mix Design No.: _ ___.-- <br /> � MATERIAL P�yOPORTIONS USED (Quantities per cubic yard of concrete) <br /> Cement. _ __ Ibs.____6_Z__. bogs Type___ .Z _Brand_ _ __ _ _ . <br /> Fine Aggregate (SSD) ___. Ibs. Source. _ _ /�— _._ __. __ Type: <br /> CoorseAggregate (SSD)_---. Ibs. $izc__ ._3!4__ Source_ __ __ —__-- Type: <br /> Caarse Aggregotc ($SD) _ Ibs. $ize_____ _ _ Sourte __ Type: _ <br /> - 3 �l ��. <br /> Wafer Total __ __ _ Gols. _ __._._ _._ _��a�'Is.�bag; Actuol Slump __ <br /> Admixture: Amount_3� �$Tk!_____ _ Kind <br /> 7�� _.--- ---------- <br /> Admixturc: Amounf __1/U{��ak� _ _ Kind_ _ POZ2011t}l _ Entr. Air o <br /> Temperatures: Air_ . 7� .__ '�F Concrete _ . __ _ ..`F Weather _ � <br /> . _ _S�'V-. ____ __ __. __. <br /> Mixing: Central Mix ❑ Truck Mix � Job Mix � <br /> Above dafa obtained (rom: PTL Inspection �I Project Engineer ❑ Contractor � <br /> Concrete Supplier [] Other ❑ (Designate) _— -- <br /> Cyls. delivered to laboratory by: PTL �X Contractor ❑ Engineer ❑ Common Carrier ❑ <br /> Cylinder Size 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN I.GE LABORATO9Y I DAT( I D/.TF� l TOTRL UNIT � REPOFT <br /> , MPRKING OAYS � NUMBEF �ECEIVF.G I Tf5TF0 IILOAp-POUNOS LOAO-P.5.1. I—NO. <br /> l— — <br /> 8n 7 58oi 8-2o U-21, ioi,000; z57e ; 11 <br /> 8B 28 5802 � 8-2o i 9-11i ��I � <br /> II <br /> I 8C 28I 5803 I 8-20 9-1L <br /> ' II <br /> — -� - -- -- - — - ----J <br /> _ Day fests prxvious�y reported <br /> Remarks. _____.__CCS__�+�OITABtt J9COb90Ay JP• .._ . . ._ __- _ -- - - . . .— — — <br /> - ---- —1"Supto of Builcinge -- -- --- - — —.---- <br /> _ _ _2-daugh Conatruction__ <br /> �..PTL _— - -- - — <br /> C�.0 � Respecifully submitted, <br /> PITTSBURGH TESTING LABORATORY <br /> Dlstrict Monagcr <br />