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G�1{,STIN��' PITTSBURGH TESTING LABORATORY -���� � - ° - � <br /> mJP�,.," � b ,. <br /> � �`,� oc csi.:�ie�.cu ee <br /> �` =0 826 N.W. 491h STREET., SEATTLt, �ASHING'.ON 98107 <br /> a <br /> � •s � Muiu.� naormnow r uc�iv �� r �.m +r.o o�nsuvr.s. +u urroa*s <br /> e^y"r, o��°' �n� cooMimm �s n.� co�rmc�.rin� rnorcmr or c�.un.s. ��o .v.rcnix.nov Qrc�cr No. i-j• f <br /> h fOP PVVLIC�TI011 O� ST�TEMCNi9. CONCLVSIJXB O�� LFi11I.CT5 fNOM Of: PCGI.PDI�IG ' �.�'.:\��� <br /> C�'Y L� �`'l� OI1P PEPOPLS IS P[S[11v[� V[NOING U111�WNITi[N �I`1�ROV/.L. <br /> ��qs allo�`�� <br /> Report No. 19 <br /> CONCRETE TEST RF.PORT Client's No. <br /> Dc�e Moulded-.._ . . _.- - .'i...l.(•��U---- Reported �-C.�l��.�7�����66--- -- <br /> Proiec�--- - _ L-on_i_;rohe F�i•i�r�Pac:1i.� — - <br /> qt i:vere�ttA ''_ashingt_on — <br /> Co�tracror ___ Aau�h_Censtructicn Comoutfp —_ — <br /> Repor�ed +o— __ __ � � nan_ Jacobsnn _ __ --- -- <br /> � ,ociated `�and anJ Csavel <br /> Concrete $upplier___ _ - — <br /> Quontity Represented 3J- Cu Yds. Specimens made by_ G. Sandber No. $ubmitted__� <br /> C.I.P, ual� �ine f+ fram 1 to ?. and fY�om b to 7, linc '�-K° <br /> �ocati �4 our�(pe infor ption,{r rp job•sitc)- -- . - - - � <br /> �:^on �3�,� �o yy �ino � �ano �it.c ?.5, 'ron 1`n=. P, to f�-��. f�ll to iop of wall <br /> $trength requ�rement____����_ __ psi a' 28 days Mix Design No.: . .__ _ — <br /> MATERIl�L. PROPORTIONS USED (Quontities per cubic yard of concrete) <br /> Cement_ _ _. Ibs.—_- - . . bags Typc _ ._'� _ Brand_ _ .— <br /> -- <br /> Fine Aggregate (SSD) Ibs. Source___ .__-.__ Type: _ <br /> Coarse Aggregate ($SD) Ibs. $ize _Sourcc__ ------ TYPe�— <br /> Coarse Aggregote (SSD)_—___— Ibs. Size _$ource_-- -- Ty�e: _ <br /> Water Total __— _ Gals. _ __ _Gols.ibag; Actuol $lump_3_ ��• <br /> Admixture: Amount _����_�`��`" -- Kind T=treR - --- <br /> PO��olitli Emr. i+ir °a <br /> 4�I„•---- Kind--- - <br /> Admixture: Amount_ __ "_K' - - - � --- -- - � <br /> Temperatures: Air_7b.. 'P Concrete___ _ °F Weather___ ___ SunnY <br /> Mixing: Central Mix Cj Truck Miz �] 1ob Mia ❑ <br /> Above dam obtained (rom: PTL Inspedion � Project Engineer ❑ Conirador ❑ <br /> Concrete Supplier ❑ Othcr ❑ (Designate) .____--.- -- - � - - <br /> Cyla. delivered to loboratory 6y: PTL [�T'� Coniractor ❑ Engineer � Common Carricr � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE �T�2ENGTH Area 28.27 Sq. Ins. <br /> ' SPEUMEN AGE LABOPATORY OATE �AiE TOTAL UNIT AEPVAT I <br /> MRpNING ORYS NUM6E� RECEIVEO TESTEO LOAp-POUNOS IORO-P.5.1. NO. <br /> 9 A 7 5��u 9-20 8-24 76;.^0� 2G90 l0 # '� <br /> 9 D 28 5805 �3-20 9^lf� 132,000 4670 � 19 I <br /> 9 C 28 5�� 8-20 9-lL �.37c5o0 4660 19 i <br /> --1 <br /> � Day tests previously reported <br /> R�marks: __ ��= 3�Norman Jacobcon dr„ _ _ _ _ <br /> -Rup+.. eF B dge. ^ :.veret'r; — _ <br /> - 2-�eu@h Canstruction Como-i�,; __ _ <br /> - _ - _ _._. -__— n n7'� ..__ — .. <br /> .. - -- — - -. .. _ _ _ __. - <br /> �� Respectfully mitted, <br /> ;'7:� TSBURGH TESTI G LABORATORY <br /> � <br /> \ ) �_ - <br /> Di r t Manngcr <br />