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V�tESTIMC�' pITTSBURGH TESTING LABORATORY <br /> Jp�_s ' s._ b� ror=�� �ccz.e.s� <br /> ��� T1��cPL csvuus�¢v ivei <br /> '� 82G N.W. 49th STREET., SEATTLE, WASMINGTON 98107 <br /> a <br /> � <br /> AS A MUTUIL VPOTf�CiIOH TO CLICHTS. TMC 1'VOLIC r� O pUPSCLV[5. ��L P[1�ORT5 <br /> f'jCf�. � N ♦N[ Sl1�MIT}[p w5 T4f. CONfI�[NTI�L P11GnCPiY O ll[NTS. ANO AViNOf112�T1[iN Order No. <br /> 5 p S�"'� fOP 1�I1pLICwTION O�Si�TLMCHT9. CONCLVSIpH4 ONr[Z1P�CTg lpOM OP PIG�FOING <br /> hF�qSANU�H� oun ncvoais is ncsenvm rcr�owc oun wnrtrcn e>vqove�. � <br /> Report No. " �. <br /> CONCRETE TEST FEPORT Client's No. <br /> Date Moulded `'"%:� - y <br /> _ Reported l� �'/_�5 ° 10�.3-�� 1��21� <br /> Project--- "L•ri i`'Et . —.—,?. '�� ' -,Zn,.�, --- �-- <br /> A� __ _ _ _ --:ve'rsu. —..=:i:�f;��:.i--,- -- <br /> Conr��c�o. __ �:au.. Construction Compgn,p <br /> Reported to—___��� aC0090� - <br /> ��...}._. ---c.=.-o—_ <br /> Concrefe $uoplier_ � �^��'� =.,C (i::'8VO]. <br /> r.._ _. <br /> r a ` - -- (i� Sa�Uer --� — <br /> Quantit Re resented 1 � Cu� Yds Specimens made bz �' No. $ubmitted iJ <br /> Loca��o� pf p,o�1r (per j {ormat�on from �ob sife)�, Sl�� u�tk'@P.H 1gT12 A Be C TTiCn! 17�6 � :h Zi L?^ O�.C'"';_ <br /> CLf.'.:t1 �:�^1_r ] ! _tE r ' ..-, i.0 J(1 ngi'' L��.�. IjP.B S'.£'011 n 1;0 Li•�Q'. 'LO @�G'Vatior• :. <br /> $vength requirement________'�"��� �psi rt 28 days Mix Design No.: ___ <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) <br /> Cemen}_ __ __. Ibs.___ � bags Type_ _. ��_8rand__, <br /> Fine Agqregate ($SD) _ Ibs. Source_______ __ Type:__ <br /> CoarseAggregate (SSD)_ Ibs. Size__„ .Source ___ Type:__._ <br /> Coorse Aggregate (SSD)___ Ibs. Size__"'!��� $ource 7yP�;r <br /> Water Totol � GoJs. __ _Gals./bag; Actuol Slump____r In. <br /> Admixture: Amount_�_! `'- i'_'_ Kind <br /> Admixture: Amount—__. . - -- ��•���--- Kind---_ - . %'"��'-'�.i'.�l Emr. Air --- <br /> � �`. °� <br /> Temperafures: Air_���_'F Concrete__ ___`F Weather � �����''�;`� <br /> Mir.ing: Centrol �Aix � Truck Mix ��] 1ob Mix � <br /> Above data obfained from: PTL Insoection �{� Project Engineer � Coniractar � <br /> Concrete Supplicr � Other � (Designafe) ._ __ <br /> Cyls. delivered }o laboratory by: i TL Contracfor <br /> �� ❑ Engineer � Common Carrier � <br /> Cyl�nder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> � SPECIMEN 4GE L4BORATORY OATE D/TE TOTAL UNIT REPOflT � <br /> MApNINO UAY5 kUM9ER RECEIVEO 1 TESTEO LOAO-POl1ND5 LOqO-P.5.1. NO. I <br /> I <br /> x4 n 1, 8a.7o 9/2L 9/26 54,00o i91o• 22 <br /> � 1L B 7 8171 9�21i 9/29 7';�'� 27�' �� � <br /> il, r, :8 9+72 9/2L 10/20 �09�00 4S2o 33 � <br /> ' ., ; ;_, - 3,yh.�pQO 4qt�p 33 <br /> I _ _ _ _ � <br /> & �� . Day tests previously reported <br /> Remarks: . _ �: ❑ ,j;� � . . <br /> � '. � _ _� . .. <br /> -- _ _ y_of _�� . - <br /> --- — — '[..:31u�h Con3tru^�ion " <br /> -- 2-•''?'T — <br /> Respectfully sub itted, <br /> PIT758URGH TESTING L BORATORY <br /> � <br /> �Dis�r c Managcr <br />