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PITTSBURGH TESTING LABORATORY «°M •��= °.•E <br /> � en u�.n.^o^u� <br /> �a00�3RD AVENUE 5 SEAT'LE wA 98108 <br /> .s . .� .,,.� ..ano�o. �n c�.�«.. �.c .•.o o�asi.�.�s .0 .c.o..s Ordrr no. 5�.4 4358 <br /> „� ���..,.,�� .. ,..� �o....��.. .� � �,�. „ �.,,..,� «o .,,.�a..,..�o, <br /> ic. r�evcov.� co.+s �sy��sn�.�i.0 ��•m���.,�uc.v...�n�..5.vr ou.� ��.c..m�c <br /> "" " � � Reporr No. 1 A <br /> CONCRETE TEST REPORT <br /> Date Moulded <br /> 1-25-86 Reporicd _ Z-12-86 <br /> p�oi�« Appiied Technology Training Center <br /> A�__ Edmonds Communixy Coll.ege, Everett, WA <br /> Controcror The Koll Company - J.R. Abbott_Sub-Contractor <br /> Reporled to— See Belov <br /> Concrete Suppl�er Associated Sand_& Gravel __ 3 <br /> Quantity Represented �21 Cu. Yds. S etimens made b _!: Evans No. Submi'ted <br /> Lo af�on o( o�� R�""NS footings on �ines 0.4, 0.5 � 1, fnn lines A to : line A fran 0.4 to 2 Li.�e; line <br /> � fran O.g to ; co um ootuies onT^ine I at lincs A ffuv—E�i.neU• at es • ; iL.e at <br /> - ------ , , ' e .. at . . ,-, ine at . <br /> Strength requirement 40�0 pzi at 28 doys <br /> MATERIAL PROPORTIONS USED (Ouantities per cubic yard of concre�e) MIX No.: <br /> Cement 45.i Ibs. 4.F ,'�ogs Type I/II Brand - <br /> Fine Aggregate ($SD)�1� � %• $ourte '_ Type: <br /> Ibs. Sixe 3/4 Source _Type: <br /> Coarse Aggregote (SSD)��-- T e: <br /> Coorse Aggregote (SSD) —Ibs. Size $ource YP <br /> Water Total 30 max.�o�s, Gals./bog <br /> Admizture: Amount 32 oz Kind pozzoli'th 344N �DA <br /> Admixture: Amount 88� Kind Fly Ash -- <br /> Above information obtained from: PTL batrhing inspection ❑ Project Engineer ❑ Contractor �1 <br /> � Concrete Supplier ❑ � OtF�er ❑ (Designafe) <br /> Enir. Air — % Actuol $lump 3 In. Ticker No.: �`-�� <br /> 40 °F Concrefe S4 °F Weather £oggy <br /> Temperatures: Air — Job Mix ❑ <br /> Mixing: Central Miz � Truck Mi■ ❑ <br /> Pro'ect En ineer Contractor [1 <br /> Above Site Infarmation obtained from: PTL Inspection Q I B U <br /> Concrete Supplier C Other � (Designote) <br /> C�,nlrattor Engineer � Common Carrier � <br /> Cylt. delivered to la6oratory by: PTL � ❑ <br /> Cylinder Size 6 x 12 Inches <br /> COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> O�TE TOT1L UNIT REPORT <br /> SPECIMEN AGE ��eon•roar O�TE NO. <br /> M�qK�ryG O�YS NUMBER RECEIVEO TESTEO LO�O-POVNOS LO��• P.S.I. <br /> 1 p 7 4418 1-29 2-4 120,600 4270 1-A <br /> 1 B 28 4419 2-25 <br /> 1 C 28 4420 I 2-25 <br /> Day tesls pre�iously reported <br /> Remarks: This mix is approved as a 4000 psi, 6 sack, equivalent mix design b; Associated <br /> and & 'ravel for J tt Abbott Construction Company• <br /> (1) F�'L7dC6 �11�ILn �� At�' �' ��S ��t Respectfully suomitted. <br /> (1) ��;nley Architects, Attn: &�rbara 71�rs pITT58URGH TES7ING LABORATORY <br /> (1) F�fF. Attn: Arnie Carson <br /> (1) 7he Koll Ccmp�ny. Attn: l�n OLsen <br /> (1) John Fluke� Attn: Clay BLLsi <br /> Seatt e Di:,tr'_�t ?tan er <br /> (1) City of Everett, Attn: Larry C^llahan � <br />