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� PITTS6.�RGH TESTING LABC..lATORY �ORM0002.O.SE <br /> �,..�,.,,��o ,. <br /> 7400�]RD AVENUE S.,SEATTLE.WA 98108 <br /> ns w mora�� r:ono�nu rn ciums. iu� ri.m.¢ u�o ow�s�_�ncs. n�� xr.roMrs <br /> • c s�ow�neo s no: cmn�mn�n�� r.,m•r��n �r cwHn. ��o u�n�ova�nnn �rder No. SEA 4358 <br /> row rve�iunnH or sr�.i�v�in rnuv-vannr.m.�.u�.c�s �uo. cn u�c.�mmc <br /> o�u n[roNt: is h[s�.i�rviu rr.rimm�,ouv v.wnrtH �rruovu <br /> CONCRETE TEST REPORT Report No. 4 B <br /> Da�e Moulded_,2_12-86 Ro�o:red ._.�-�1-86_______, 3-14-86 <br /> Project_�p�lied Technolo�y Training Center _ _ ____ <br /> q�___ Edmonds Communit� College, EvereEt=WA _ _ _ <br /> Conrracror_ The Koll Com�any ___– __ J.R. Abbott, Sub–Contracl-or <br /> Reporred to__ See Belo�/ <br /> — -- -- --- _– ---------- <br /> Concrote Supplie� Associated Sand_& Gravel - -------- <br /> Quantity Represented_ 11�Cu. Yds. Sprcimens m�de ny _ _ ._ _C_Evans _._ __ No. $ubmitted 3 � <br /> Loco�ion oFpour Elevator pit foundation footing at lines 3.5 and C.S; <br /> foundation footing walls ' , -- . --- – <br /> ______ __.______ ____ , line 4_from C_8_tu C; line E from line 1 to . . <br /> $irength requiremenf .__ 4000 __ ___ _Psi of Y$ days � <br /> MATERIAL PROPORTIONS USED (4uantities per cubic yard of concrete) MIX No.: <br /> Cement_ 455 Ibs. 4.8 begs Type__I/lj___ grand <br /> Finr Aggregate ($SD) 1395 Ibs. $ourcc __ Type; <br /> Coarse Aggregale ($$D)�o1S Ibs. $ize_�� ��_$ource Type: <br /> Coorse Aggregate (5SD) Ibs. $ize $ource 7yp�; <br /> Water Total !h t) �Sng Gals. Gals./bag <br /> Admixtura: Amount 88# Kind _ Fly Ash <br /> Admixture: Amount_ 32 oz Kind. Pozzolith 344N <br /> Above information obfained From: PTL batching inspecfion � project Enaineer � Confroctor � <br /> Concrete Supplier � Other ❑ (Designate) <br /> Entr. Air_ n�a % Actuol $lump 3 – 4 In. Ticket No.; 28173 <br /> Temperatures: Air 44 `F Concrete 58 –62 _�F Weather sunny ' . <br /> Mixing: Central Mix � Truck Miz � Job Mix � <br /> Abave $ife Information obtained from: PTL Inspection � projecl Engineer � Contraclor � <br /> Concrete $upplier � Other � (Designate)__ <br /> Cyls. delivered fo laborarory by: PTL � Contractor � Engineer ❑ Common Carrier ❑ � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTN Area 28.27 Sq. Ins. <br /> SPECiMEN aGE I�BOH�TORY pnTE 04TE TOTRL UHIT pEPOHT <br /> MIRNING O�YS NUMBEN RECEIVEO TESTEO LO��•POUNDS 101.0 • P,5.1. NO. <br /> 4 A 7 5267 2-13 2-19 112,300 3970 4-A <br /> 4 B 28 5268 3-12 155,500 5500 4-B <br /> 4 C 2g 5269 3-12 157,000 5550 4-D <br /> � <br /> � _Doy fesfs previously reporfed <br /> Remarkz: <br /> (i> �or�s arrL2n�n c��e, Attn: Dc. J�nnis �apst <br /> (1) h1r�Cinley ArdtiCects� Attn: Per6era 1}xxios Respect(ully submitted, <br /> (I) I�F, Attn; Acnie Carson PITTSBURGH TESTING LABORATORY <br /> (1) 7he Roll Cc^�unY� Attn: R3n OLs�n �/-' �;.1/ <br /> u <br /> (1) John Fluke, Attn: C]ay Bush ,.��CI�� <br /> (1) City of Everett, Attn: larry Cal]ah3n Seattle District Ptan �er <br /> clm <br />