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`��~\ PlTTS6.�RG!-i TESTING LABC. . lATORY <br /> ._ \ J M/* • ^L1` n ron+� 000z.o.sc <br /> J cs�.ni is.ro r <br /> 7400�3RD AVENUE S..SEATTLE.wA 9B70B <br /> •IlC^SliOMltiLO'�5'i�'1� C,O`^�ICI �fr"L 'F,]I•1'.�,i�vLrl� Cl0'.�1�i5��:IrvLu ALL ML OHii <br /> .ow �.�euc.�.o�. o- .0 �..n•a. ���, ��� :.�n•... o:, �.��.,�:s i�o<;,�o°��••�o� OrCcr No. SEA 43SB <br /> OUN 111.f'(11!!�'�5 hlil.'lVLU'1.f.1�'J�f��: V:�u 1'.Nit1fN iI�I�1IOV�L 4�IIDII�G <br /> CONCRETE TEST REPORT Report 4a. (p <br /> Dote Moulded____ _ 2/27/a6 _ Repo:�ed . _ �/7/86 <br /> Projecr_� lied_'1'echnolo�y Training Center —'"--- <br /> At__ Ednr.nds CommunitY Colle e, Everett, WA---- <br /> --�------ ---- <br /> Corrractor_ The Koll Company .___ J_R__ A�bott, _Sub-Contractor <br /> ReForr�d ro� See Relo.+ -- ----- <br /> Concrere Supplier Asso�ia[ed Sand & Gravel —`-------'---- <br /> Qucntity Represented._]4_Cu. Y1s. $p_cimens mede b C• �n �an. <br /> Y�--�-------- �- — No. $ubmitted 3 . <br /> Locor-on of poor— Slab on arade between lines. 0.9_ and_9_4, from . �nd elevator slab. <br /> Sl-eng}h requiremenf_ 3000 __P5� a� Z8 duys �� � <br /> MATEF.IAL PROPORTIONS USED (puunr;r;es per cubic yord of concrete) MIX No.: <br /> Cement 455 Ibs. 9.8 <br /> Fine A re ate SSD) 1395 bc3s Type__ I II __ grand <br /> 99 9 ( Ibs. $ource T <br /> Coorse Aggregote (5SD)__ 2015 Ibs. Size_3 4" Source Y�� — <br /> Coarse Aggregate ($SD)_ _Ibs. $ize Type: <br /> Woter Total 250# (hOt) Source Type: <br /> Gals. Gols./bog <br /> Admixture: Amount Kind <br /> Admixture: Amount 32 oz. Kind__ Pozzolith 344N <br /> Above informafion obtoined From: PTL batching inspectio� <br /> � Project Engineer � Contracfor � <br /> Concrete Supplier � Other � (Designate) <br /> Entr. Air % Actual Slump_ 4� ��, Ticket No.: 28731 <br /> Temperatures; Air t� `F Concrete 64 `F Weother OV2T'Cdst ' <br /> Mixing; Central Mix �- Truck Mix � Job Mix � <br /> Above $ite Infarmation obtained from: PTL Inspection <br /> Q Project Engineer � Conrroclor � <br /> f:oncrete Supplier � Other � (Designate} <br /> Cyls. delivered to Inboratory by: PTL [� Contractor En ineer <br /> __ ❑ 9� ❑ Common Carrier [� <br /> Cylinder Si:e 6 x 12 Inches COMPRESSIVE STRENGTN <br /> Area 28.275q. Ins. <br /> SPECIMEN ♦�E L�BOp�TORY D1TE <br /> M4qNING O�YS HUMBER PECEIVEO DATE T(1TqL UNIT REPORT <br /> TESTEO LpAD-POUNOS LO�O• P,5.1. NO. <br /> 6 A 7 6136 I 3/1 3/6 100,800 3570 6A <br /> I 6 B 20 G137 3/27 <br /> I <br /> I6 C 28 6;38 � ;��� � <br /> I � --- i-----I j [� � I� � � `" � <br /> - --- -� tf1 � i <br /> Dov tes�• nreviously reported MAR 1 IJ ) <br /> Remarks: Load n7 _ 1/4;6 calcium chloride <br /> n8 – �.,o calciwm chloride _ <br /> __.._ _ .__......... <br /> "9 – 1/2"� calci m� chloride <br /> -- _ Pc�.:ie 1 crns �ec�. <br /> (1) IITDN� O�PIn`I'IY NI11�(i, ACtn: Dr. Jennis Pc�psC -------- <br /> (1) P�Kinley ArchiCecLs, ACtr�: I3arl��r,i 'Ihan¢s Respeci(ully s�bmftred, <br /> (1) f.7'FF, Attn: Arnic (i�rson PITTSBURGH TESTING LABORATORY <br /> (1) 7he Ko11 Con��ny, ACVi: [tu� Olsen <br /> (1) John 1'lukc, Attn: C]ay [kish <br /> _.., h �A� <br /> (1) City of F.veret[, ACui: larry Ca7]altiv� -- ---- <br /> CDE/ets Seattle DiscncL i;�nager <br />