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� PITTS( 1RUH TESTIi JG LAB� '�ATORY r�A� 90R-B4E <br /> [�T��L1�w[D 110� <br /> 7400-3itD AVENUE S..SEATTLE.W,�98108 <br /> •f � r+arw� rwortcr�ow to pn�n. nrt ron�¢ �no o��sr.�ru. e�� w�ron•s <br /> •nc s�e��rrm �t n�c co�r�ov�n�� nwora�rr or <ue�rs. �wo �urHo�a�no� �rder No. SEA 4358 <br /> f01�1`Vl�I��f�OM O�Lf�}[Y[MfS CAH��USIVHS O7 1.[}p��TS IPOY G'l 11LG�pDiHC <br /> OVX M[P011T5 1f I�LLIIIYLD I�CNO�N�: OIIN ViqIT}[N �PPNOY��, <br /> CONCRETE TEST REPORT Report No. 1 g <br /> Date Moulded__ 1-z8-86 Reported� 2'IZ-8E � z-26-86 <br /> Project A lied Technolo 7raining Center <br /> q�_ Edmonds ommunity_ College, Everett, A — <br /> Contracror The Koll Company - J.R. Abbott, Sub-t,�ntractor <br /> Reported to_ See Below --�--- <br /> Concrete Supplier Associated Sand 8 Gravel <br /> Quantity Repre:�eMed 72 Cu. Yds. 5 ecimms made b . _C Evans No. Submitted_ 3 <br /> Lo�fran$f�to R�� f�� � f� 0.4, 0.5 � 1, fran lines A t�o ; line A fran .4 to 2 lire; 1in—. <br /> ; eo um ootuigs «e T�ine I at_liiies A-tTini E;lire .—U�aE-l�nes . . ; y — <br /> $trength requirement 4000 _P�, a� 28 days ----�� + � at , r � r at . <br /> MATERIAL PROF'ORTIONS lISED(Quontities per cubic yord oF concrete) MIX Ne.: <br /> Cement 455 Ibt. 4.8 bags Type I/II Brond <br /> Fine Aggrepate ($$D) 1395 Ibs. $ource T <br /> Coarse Aggregale (SSD)—�Q�._�bs. Size 3/4" Sourte jyPe: <br /> Coarse Aggregate (SSD) Ibs. $i:e $ourte <br /> Water Toral 30 max. TY�"' - <br /> Gals. Gols./bag <br /> Admixture: Amount 32 oz Kind _ Pozzolith 344Y WRDA <br /> Admixture: Amounf 88M Kind _ FlV Ash — <br /> Above information obtained from: PTL batchiny inspection � project Engineer � Contractor � <br /> Concrete $vpplier Lj � Other ❑ (Designafe) <br /> Entr. Air - % Actual Slump 3 In. Ticket No.: 25250 <br /> Temperatures: Air 4� `F Concrete_54 °F "leafhe�_ fo�y - � <br /> Mizing: Cenfral Miz Q Truck Mi■ ❑ Job Mix � <br /> Above $ite Information obtained (rom: PTL Inspection Q Proiect Engineer � Contraclor � <br /> Concrete Supplier ❑ 01her � (Designate) <br /> Cyl�. delivered to laborafory by; PTL (� Conrractor � Engineer � Common Carrier �] <br /> Cylindar Si:� 6 z 12 Inch:s COMPRESSIVE STRENGTM Area 28.?7 Sq. Ins, <br /> SPEC�MEN AGE L1BOR�TOF♦ D�T� O�TE TOT�L UHIT qEPORt <br /> M11qKING D�YS NUMDER RECEIVEO TESTEO LO�O•POU�'OS LO�^- P.3.1. NO. <br /> 1 A 7 4418 1-29 2-4 120,600 4270 1-A <br /> 1 S 28 4419 2-25 165,000 5840 1-B <br /> 1 C 28 4420 2-25 170,000 6010 1-B <br /> � Day fesfs previously reported <br /> Remorks: This mix is appro�ed as a 4000 psi 6 sack, equivalent mix design by Associated <br /> and ravel, fur J.R. Abbott Construction Com an . <br /> (1) IITIJNLIS CLTMMITY QAI1fi;E, Att� : Dr. Jennis 13ape,t <br /> (1) htiJCinley Architocts, Attn: I�rbara 11rn¢s RespectFully submitred, <br /> (1) I�FF, Attn: Arnie Ca aon PIT7SBURGH 7ESTING LA6CRATORY <br /> (1) 7he Knll Crn�peny, Attn: R3n OLsei <br /> (1) John Fliilce, Attn: Clay Bush <br /> (1) City of Evetett, Attn: Iarry Callahan Seatt District Man er <br /> :,;;i <br />