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PITTS6.�RGH TESTING LABC..lATORY • 'ONM900i�B.SE <br /> � t�ru��f.co �nei <br /> 7400�3RD AVENUE S.SEATTLE.WA 98IOB <br /> •i MUTI:AL YIIOIIGlIU11 �A CI.ifHt[, ll�i 1�1::11IC �IID (lUt�yl'1V1.9. ALl xLnOPiS <br /> ,�,c"suewi.rco ,s .n�. uu✓-o�un.� «�o�•i:,.. , � cu�r�r:. :Ho .u.uowa..�oH Order Nu. SEA 43$8 <br /> roN rveuc.nn� or ...r:�vn: cnr�cu�s,orvs o. �.vn.cn n�o.. wr r�tc.uoum <br /> o�x ncooeis�s wu.�.irv�o ru�uir��: y.n wnrtrrr� �rrrrov�� <br /> CONCRETE TEST REPORT Report No. ;j q <br /> DureMoulded_ 2-10-86 keported .__..2=18-86 <br /> Projecr APp1ieQ Technolory Training_Center <br /> At_ Edmonds Communi[y L'allege, Everett, WA — <br /> Contracror The Koll Com ap nY =_J.R_ Abbott, Sub–Contractcr <br /> Ruporred ro— See Below --��-- -- <br /> ConcrereSupplier_ Associated Sand & G[avel -- - <br /> Quantity Represented z� Cu. Yds. Sp.cimens made by.__ C Et�ans No. $ubmitted 3 • <br /> Location oFpour Foundation footing walls, lines A & A�' frr,m 2i.r.es 2 to 4; line 4 from <br /> lines A# to C.8: running footings line 4 from C_8 to E_ :Line E from line 4 to 4,5. <br /> $trength requirement 3000 psi at 28 days <br /> MATERIAL PROPORTIONS USF.V (Quontities per cubic yard of concrete) MIX No.: 4000K <br /> Cement 455 Ibs. 6 bags Type I/II g�and <br /> Fine Aggregate (5SD) 1395 Ibs. $ource T <br /> Coarse Aggregate (SSD) 2015 Ibs. Size 3�4'� Source TyPe: <br /> Coarse Aggregate ($SD)_ Ibs. Size Source_ jY�: <br /> Water Totol (250� maX�,ols. Gals./bag <br /> Admixture: Amount 88�! _ K;,,d Fl Ash <br /> ? Admixture; Amount 3z oz _ K��d Pozzollth 34 N <br /> Above inforn.atio� obtained from; PTL batthing inspection � Project Enyineer � Controcfor � <br /> Concrete Su�plier LX] Other ❑ (Designate) <br /> Enrr. Air n/a % Actual Slump 5 In. Ticket No.; 28028 <br /> Temperatures: Air 45 ?F Concrete 52 °F Weather sunnv <br /> �. Mixing: Central Miz � � Truck Mix ❑ Job Mix � <br /> � Above Site Information obtained From: PTL Inspection � Project Engineer � Confraclor � <br /> i Concrete Supplier ❑ Other � (Designate) <br /> �� Cyli. delivered to laborafory by: PTL Q Confractor � Engineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN A6E L�BORATORY OATE D�TE Tp}q� UH�1 AEPaqT <br /> MARNING OAYS NUMBER RECEIVED TESTEO LOAO•POUNOS LOnO• P.S.I. NO. <br /> 3 A 7 5120 2-11 2-17 72,SOU 2560 3-A <br /> 3 B 28 5121 3-10 � <br /> I <br /> 3 C 28 5122 3-10 � <br /> I <br /> i <br /> i � n ; <br /> —Day Iesfz previous�y reported v � D <br /> Remarks: <br /> ' r <br /> � r <br /> ............ <br /> (1) �TXJC� IS�LPlI'I'Y OJLIfT,'E, At[n: Dr, Jennis Qop.t •�� orks Dep�, <br /> (1) PtiKinl.eV Arrhitects, Attn: l�acL�ra 1}x�e.s Respec::.�!ly submitted, <br /> (1) F�NF, Attn: ;unie Carson PITTSBURGH TESTING LABORATORY <br /> (1) 'I}�e Koll Cc�,�ny, Attn: Q3n Olsen /�--�""� <br /> (1) Joftn I1uke. Attn: Clay IkLsh ` <br /> (1) City of'. E�erett, Attn: iarry Gzl]aha,� Seattle District Manager <br />