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� PITTS6.�`2Gti TESTING LABC. .tATORY ��AM �oo�.a.�E <br /> �,..s�„��o ,. <br /> 7400�3RD AVENUE 5_SEATTLE.wA gBIOB <br /> •s + rotc.t rwmrcnc.. ro cucras. irr. nimuc .r�o nm�sm.r„ u� viror�+s <br /> •nc svewinm �s n�r. cov��oc•�n�� o.o�•n..� or a:�„rs. .��o ..n�o��i:.no� Qrdcr No. SEA 4358 <br /> ron rueuc�nov or v.•cwvns cnnciuvovs on �.nr.ncrs i m>.. : u�.wanir�c <br /> om� nvaon:•. is n�survio rcrvoirv,:o:ur r.nnnv .rr.rrov�� <br /> CONCRETE TEST REPORT Report No. SA <br /> 2/26/A6 3/7/86 <br /> Date Moulded_______________ Reported _ <br /> Project APplied TechnoloRy Training Center — <br /> q�_ Edmonds Communit Colleye,_Everett, WA --- <br /> Conrractor The Koll Com ap ny =_ J_R_ Abbott,_Sub_Contractor -- <br /> Reported to_ See Below <br /> Co�crefe S�ppl�er Associated Sand_& Gravel �— <br /> Quantity Represented. �g Cu. Yds. S,Ptimens mcde n C• �11 LVans 3 � <br /> �- Y---�----�---- _ No. Submitted <br /> Location of pour Slab on _rade, fron lines C to r, beti;cen ll.9 ano 9.9 <br /> $trength requirement .._ 9000 _psi m 28 days <br /> MATERIAL PROPORTIONS USED (Q�antities pei cubic yard af t�ncrete) MIX No.: <br /> Cement S55 Ibs.�•� begs Type_ Stu. _ grand <br /> Fine Aggregate ($SD) 139� Ibs. Source jY�; <br /> Coarse Aggregate ($SD)__ 20�� Ibs. $ize 3�°" Source Type: <br /> Coarse Aggregate ($$D) Ibs. Size $ource Ty�.e; <br /> Water Total_ 250n Gols. Gols./bag <br /> Admixture: Amount �8',". Kind _ Flydsh <br /> Admixture: Amount_ 32 02. _ Kind . Pozzolith 399A' <br /> Above information obtained from; PTL batching inspection ❑ Project Engineer � Contractor � <br /> Contreie Supplier (] Other � (Designate)_ <br /> Entr. Air_ ; Actual Slump 9 3/9 In. Ticket No.: 28637 <br /> Temperatures: Air 55 °F Concrete 59 `F Weother SunnY � CleaY � <br /> Mixing; Central Mix � Truck Mix ❑ Job Mix � <br /> Above $ife InFormotion obtoined From: PTL Inspection � Project Engineer � Controclor � <br /> Concrete Supplier [j Olhcr � (Designate) <br /> Cyls. delivered ta laboratory by: PTL � Cantractor ['� Engincer � Common Carrier ❑ � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN pGE LABORRTOPY UATE D>TE � TOTRL UNIT liEPORT <br /> MRRKING O4Y5 NUMOER qECE1VED iESTED LOAO•POUNUS LO��• P.5.1. NO. <br /> 5 A 7 5953 � 2/27 i 3/S 106,900 3790 �a <br /> 5 D 2A . 5954 il i 3/26 <br /> � � � I <br /> 5 C I 26 5955 i 3/26 ' , <br /> ; j ; � C� � � M [� .� <br /> �-----!------ _ _____ __ i- -- � ---n��R-��-�ees--' <br /> ._Daytesls previous�y teported <br /> Remorks: Ist 36 vards cold �;at2r used <br /> ----------------- _ .......... <br /> Balance hot �;ater _______. _ �ITY OF EV•R� ETT <br /> --- - ---- — Pi"�1R�4<: no�t <br /> — ------------ - ------ <br /> (1) FI�D'Jf� CLT�UY171' CD11.FI1:, Altn: [h. Jc�uLis I3��pst --- --- — <br /> (1) D�}:inle�• .1rcJutecCs, �1ttn: Bar�nra 'Ilxrtr�s Respect(olly s�bmlffed, <br /> (1) F�PR', ACtn: Arnic G�r_tion PITTSBURGH TESTING LABORATORY <br /> (1) 7he f�oll Crn�viy, ACtri: I�n Olsen <br /> (1) John I7iJ:e, Atcn: Clay Dush <br /> (1) City ot EcemCC, ACIn: I��Ty �111attm SeaCCle Ui�strict i1� <br /> CD�/ets <br />