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PITTS6�RGH TESTING LABC. .IATORY �onMcoane.sc <br /> T' ntuu��co uei <br /> C7400�3RD AVENUE S..SEATTLE.WA 9BI09 <br /> ns � wmwt r�on�ci�ov ro ttrtv�� ii�� ��..��c .rm cwucivas. n�� xcro�is <br /> .ov sue�rt�m �s n�c co���m•.ri.� r•wo�•r.r� or c��,�nrs. .xo ��rt�o�u�non D�der No. SEA 4358 <br /> I rou runucmov n. ..�.cwi•na � ivsn... o,� i..i�..c-s r«o� c�e u�c�novm <br /> ow� ncroms�s n�sur.io�rc�+mn,:a�,a v....ci�r� �rrnov�� <br /> CONCRETE TEST REPORT Reporr No. 6 B <br /> Da�e Moulded—.---- 2/27/86 --- Repo:red.___.._._.3/�/86 / 3-28-86 <br /> Project Aaplied Technology Training Center <br /> q�_ Edmonds Community College, Everett, WA <br /> Conrractor_ The Koll Company - J.R. Abbott, Sub-Contractor <br /> Reported to_ See Belov ---���--- <br /> Concrere SupPlie� Associated Sand & Gravel ---- <br /> Quantity Represented_79__Cu. Yds. Specimens made by..___ C. DOn �dns _ No. $ubmitted 3 ' <br /> Locmto� ofpovr_ Slab on arade between lines. 0_9 .and_9.4, from A to C and elevator slab. <br /> Strcngth requiremmt._ 3000 _psi m 28 duys . <br /> MATERIAL PROPORTIONS USED (puamities per cubic yard of concrete) MIX No.: <br /> Cement 955 Ibs. 4•6 ba3s ?ype__ I II _ 3rand <br /> Fine Aggregate ($SD) 1395 �bs. $ource TY�: <br /> � Coarse Aggregate (SSD)— z015 Ibs. Size 3 9" Sourcc Type: <br /> Coorse Aggregate (SSD)._ _Ibs. $ize $ource_ Type: <br /> Water Tmol_ 250# (hot) Gals. (;a�s,/yag <br /> Admixture: Amount � Kind <br /> Admixture: Amount_ 32 oZ• K�nd Pozzolith 344N <br /> Above inforrrmafion obtained From: PTL batching inspection � Project Engineer � Confractor � <br /> Concrete Supplier � Other ❑ (Designale) <br /> Entr. Air _ % Actuol Slump_��� ��, Ticket No.: 28731 <br /> Temperatures: Air 60 `F Concrete 64 `F Weather �ercast ' <br /> Mizing: Central Miz � Truck Mix ❑ Job Mix � <br /> .:�•.ve Site Informotion obtained from: PTL I�speclion [� Project Engineer � Contraclor ❑ <br /> Concrefe $upplier � Other ❑ (Designate) <br /> Cyls, delivercd to laborotory by: PTL � Contractor � Engineer ❑ Common Carrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTM Area 26.27 Sq. Ins. <br /> SPECIMEN •�E L�BOH�TORY U1TE pATE TOT�L UNIT REPORT <br /> MAqKING OAYS NUMBER RECEIVED TESTED LOAD•POUNDS IOAD• P.5.1. NO. <br /> 6 A 7 6136 3/1 3/6 100,f300 3570 6A <br /> b B 28 6137 3/27 138,500 4900 6-B <br /> 6 C 28 6:38 3/27 134,000 4740 6-3 <br /> —L _Dav tes�� nreviously reported <br /> Remarks: 1�o�d TM7 - 1/4;6 calcium chloride <br /> �8 - 1/2°N calcium chloride <br /> ;9 - 1/2°b calcium chloride <br /> (1) fII�iX�'� QM'1NITY OJIJ��E, Atrn: Dr. Jennis Bapst <br /> (1) t�Cinley Arc}titects, Attn: 1lerbara 'Ilxnes Respectfully subm�tted, <br /> (1) iCP[�FF, Attn: Arnie Carson PITTSBURGH TESTING LABORATORY <br /> (1) The Roll Car.ponY, Attri: I�n Olrnn �/""r4,l,� <br /> (1) John Fluke, Attn: CL�v � ,�(Gtl <br /> (1) City of Everett, Attr�: Larry Callalian Seattle District Man er <br /> CDE/ets/slm <br />