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� PITTS6.�RGH TESTING LABG.lATORY F�A� �oo.....� <br /> .....�„��o ,.., <br /> 7400•3RD AVENUE S.,SEATTLE,WA 90108 <br /> •a � rvrw� �noricrm� re cu�nrs. nrt runvc �r.o ouasc�vo. n�� nvosrs <br /> , �AC fY�MIT{[O A1 TNC CONfIOCNTI�L �MOPCMl� O� CL1[ry}3. ANO AVTHONI2�TION Order No. <br /> FOI�rV�1.�C�i10N Of (}p}�YFNTy, Cf�NCLVSiONy p� [��q��Ti fNOM 6R NCG�qDIM6 SEA 4358 <br /> OUN I�C�011i51�H[9Cf1VC�MCNOIH4 OVN w1�1TICM n1�PPOVAI. <br /> CONCRETE TEST REPORT Reporr No. 2 p <br /> Date A!oulded 2-4-86 Reported 2-14-86 <br /> Projecr_ ADPlied TechnoloRy Training Center — <br /> qt__E�,monds ommuni� ty Coll�ge, verett, A <br /> Conrracror_ The Koll Comoany — J.R. Abbott, Sub—Contractor — <br /> Reported ra_ See Below <br /> Concrere Supplier Associated Sand & Gravel —'— <br /> Quantity Represented�_Cu. Yds, $pecimens made by D Evers No. $ubmitted 3 <br /> ZLor`4;on of pour • ' _tp�. liro A�frrm 7 o tn 3.8• ]im fmn A# n (' 8• linr F c_--- . <br /> • 4 to 2; lines 0.5 & 1 fr r�i A to E: line D.8 fran 0.5 to 1. Colum faoL�os; 7.ines <br /> Strength requirement 4000 psi at2g days Z 8 �� 3.8 & A�'• ]ine 4 at A�B,C; line 3 at A, A#�C, <br /> — F i' nRat "i5 Q <br /> MATERIAL PROPORTIONS USED (Qvontities per cubic yard of concrete) MIX No.: <br /> Cement 455 �bs, ba�z Type I/II grand <br /> Fine Aggregate (5SD) 1395 Ibs. $ource T <br /> Coarse Aggregate (SSD) z�l� Ibz. Size 3/4" � $ource YP�� <br /> Coarse Aggregafe ($$D) Ibs. Size TYP�' <br /> Water Total 250i� $ource TY�: <br /> Gals. Gols./bo <br /> Admixture: Amount 32 oz Kind Pozzolith 344NQ � <br /> Admixture: Amounl 88+� K�„d F].y Ash <br /> Above information obtained From: PTL batching inspection � Project Engineer � Contracto; (� <br /> Concrefe $upplier � Ofh�r � (Designote) <br /> E�tr. Air n�a Actual SIumP 3� _ In. Ticket No.: 2i754 <br /> % <br /> Temperolures: Air 42 °� Concrete 48 °F Wec�he. iain � — <br /> Mixing: Cenfral Mix � Truck Mix ❑ Job Mia � � �— <br /> Above $ite InFormotion obtained From: PTL Inspecfion Q project Enqineer <br /> Concrete $� licr � Contraclor � <br /> Cyls. delivered to loboratay by; PTL Q C ntracto�r � �her � (DeQ gnate) _V_ <br /> g� n Common Carrier � ' <br /> Cylinder Size 6 z 12 Inches COMPRESSIVE STRENGTH Aree 28.27 Sq. Ins. <br /> SPECIMEN �6E L�BOR�TORY OATE OATE TOTA1. <br /> M�RI(ING O�YS NUM9ER RECEIVE� UN�T REPOqT <br /> TESTED LOAO•POUNOS LOAO• P.5.1. MO. <br /> Z A 7 4736 2-5 2-11. 122,300 4330 2—A <br /> 2 B 28 4737 3-4 I <br /> 2 C 28 4738 g_4 I <br /> � - � L� (� � M L� 'h <br /> Doy fests previous�y reporfed �-.-�� r� <br /> Remorks: F,. ,. �;, ti �pq J <br /> "_ <br /> �F-EyE .......... <br /> R€fi1`— <br /> ,.,�� s cp . <br /> (1) FII�t�NC6 Q1�M1N1TY Q7LIF�E� Attn: Th. Jerutis Bapst <br /> (1) htilCinley ArduteCts, Attn: BarLt3ra '[lxrtas Respectfully submitted, <br /> (1) l�EF, Attn: Arnie Carson PITTSBURGH TESTING LABORATORY <br /> (1) The Koll Ca�nY� Attn: L�n OLsen — � <br /> (1) Jotui Fluke, Attn: Clay &�sh -` .• <br /> (1) City of Everett, Attn: Iaay CaLlahari Seattle District ifan�ger <br /> clm <br />