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+ PIT?'S6.�RG!—i TESTING LABC. .lATORY ���M .��o=.�.•E <br /> TJ csue�.��.co ue� <br /> C7400�3RD AVENUE 5 SEATTLE.\+A 9BIOB <br /> .: uunu� runna�o.� m a�rvi.. i��� r ..im .�.o ,�m�so�v�s a�� winonis <br /> .�,c":vo.+nrco .,s n�r co���u���n.� rwo�•ii%:� - cu�rvrs. .eo .�nwow�:..�m� Ordcr No. $CA 43$$ <br /> iox ronuc���o^or ��.nw�.�ix. cnvau:.�a..s�a��innr.rs runw cn uic.nomc <br /> OV�1 t (1M1:. �5 Mlyl,�/\'LO I�C�1U�'1��. /111M \vNllll ry A1�l�IIOVIL <br /> Report No. 3 B <br /> CONCRETE TEST REFORY <br /> Date Moulded__..2-10-86 Repor�ed..__.2-���'8613-13-86 <br /> Prcjec+_ AI>plied Te�hnology Training Center <br /> p�____Edmonds Communit�• College, Everett, WA <br /> Conrroc�or_ The Koll Com�an�_- _ J.R_ Abbo[[,_Sub-Contraetor — <br /> Reported to_ See BeloW � - � <br /> Concreic Supplic� A�soeiatrd Sand & Gravel —�-- <br /> Quantify Represented Z� Cu. Yds. $pecimens mcde by._..__L_EV3ns _ No. $ubmitted 3 ' <br /> Locaron ofpou� Foundation footing walls,_lines A & A� from lines 2 to 4; line 4 from <br /> lines A�F to C.8yrunning__f.00tin�s line 4 from.C.B Co_E_ line E from line 4 to 4.5. <br /> Strength requirement._ 3000 psi ot 28 days <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yord of concre�c) MIX No.:_ 4000K <br /> Cemrnt 455 �bs,__6 bc�s Type_ I/II Brand <br /> Fine pggregate (SSD)_ 1395 Ibs. $ource_ TYD�� <br /> Coar e Aggregate (SSD)2��5 ISs. $ize 3/4 Source Type: <br /> Coarse Aggreaate ($$D)_ Ibs. $ize_ Source_ Type: <br /> Water Tatal_ (250I.' max�o�S. Gals./bag <br /> Admizture: Amount 8$# __ Kind Fly ASh <br /> Admixfure; Amounr 32 a7 Kind Pozzolith 344N <br /> Above information obfained from: PTL batching inspecfion � Project Engineer � Contracter �J <br /> Concrete $upplier 7LJC' Other ❑ (Designate)_ <br /> Entr. Air n/a % Actuol Sl�mp S In. Titket No.: 28028 <br /> Temperotures: Air 45 `F Contrete S2 `F Weather_ SUnnV � <br /> Mixing: Central Mix � Truck Mia � Job Mix � <br /> Abu�•e $ite Information obtained from: PTL Inspection [� Project Engineer � Contraclor � <br /> Concrcte $upplier � Other ❑ (Designate)_ <br /> Cyls. delivered to Inboratory by: PTL � Contractor � Engineer � Cominon Carrier � <br /> Cylinder $ire 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPEC"�MEN 4GE L�BOR>TORY U>tE DATE TOTPL UNIT REPORT <br /> MPqNING OAYS NUMBEN RECEIVED TESTEO LOAp•POUNDS LOAp• P.5.1. N0. <br /> s n � stzo z-i� z-i� �z,soo 2560 s-n <br /> 3 II 28 5121 � 3-10 los,oao 3820 3-e � <br /> ; i <br /> I 3 C I z$ Si2Z i 3-10 II 100,500 I 3890 ( 3—U <br /> I I � � LS � l'J � '.a <br /> i � � <br /> --- -� _ - --��i � . <br /> �------ - ----�-- <br /> . _ Doy tes�s previously reported Ml��R 17 1986 <br /> Remarks: <br /> ............. ..._. <br /> .. _._._............... <br /> .t._.. b����— <br /> -- --- Pet::c Nerks�o� <br /> (1) IIt`t7�7ZS Q1'P1M'IY Q'1II13�T, ACCn: Dr. Jennis [lopst <br /> (1) PY}:viley ,lydutc�ts, ACCn: llarlx�ra Thrnas Respecifully subm�tted, <br /> (1) ti'F'F7', ALtr.: �1rnic G�rson PIT7SBURGH TESTING LABORATORY <br /> (1) 71�c Koll Conqnny, AC��: Ll�n Olsrs � .. . -. <br /> �1) Jotui Flul:e, Attn: Clay ['�ish _ __. ._ �,��i-- <br /> (1) City of Everett, ACtn: larry Callahan Seattle Diserice NanaScr <br /> s 1m��dm <br />