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�a�;`.;' ';!•, PITTSHt..RGH TESTING LABOrcATORY ��Aw����.a.,E <br /> 0 <br /> ;^e�- �. .....��...o �..� <br /> I_ • n 826 N.W. 19�h STREET., SEATTLE, WASHINGTON 9d107 <br /> ' � •a � .uro.� veoncnoN to <i�rn+e nrz wenc •ho �u:ac��rn .0 +ve�re <br /> '"�r i�� +n� suer�rr�o .s .wr co�r�m�r�.� nno�rwrr o� �invre .r�o .�n�awir�now Qfdl� No. SE �972 <br /> sC��, iwOr�°+ ron roeuunoe m sr.r�urr�.e r.nncun�one n+ ur��oe � u on u�c�wmr�c <br /> �fFA51N0��� oue uvon�s �s v�s�a.�u .�:nmrvc o�u wn�nre +�nnnv�� <br /> 2eport No. 17 g <br /> CONCRETE TEST REPORT <br /> Client's No.D-A04419-0900 <br /> L`areMoulded--_9-11-Z8 ___--_- - __-.- -_. Reported _ 9-19-78ti 10'11-18 - -_-_ _--_ _-- <br /> P��i«r _ _Boein� �vereLC Ex��ansion_Buildin�40-32/33_ ____________ <br /> a,r-----_Evarett------------ - -- ------._.. ._---- - <br /> Conuocror ---- Aust1Z1 Co.------ ------------- - --- <br /> ----------- <br /> Reporred ro---See-Belcw- ---- ------- - , - <br /> ConcreteSupplier955oG3.dted�aild_6�_Gr8ve1._ —_ - <br /> Quantity Represented _____Cu. Yds. Specimens made 6y____CL�flIlt _.._ No. Submitted�__ . <br /> Locatimi of pour-GdSsj.IIcl - ---- - <br /> __—____-.____—__-__.-_ ... _.______.--- _. _ __ _ .__--__-_. __ _ <br /> Strcngth requiromml ..-----30�0_--_ - -_.-._-Psi at 28 days <br /> MATERIAL PROPORTIONS USED (Ouantifies par cubic yard oF concretel MIX No.:___.__-_ <br /> Cement_____ Ibs.__._.__bags Type Brand____ <br /> Fine Aggregate (S50)__ --_ Ibs. $ource _ _____ — — , Type: _ <br /> loarseAgnrcgate (SSD) _. .______- Ibs. $ite _ .-_-..-$ource- __Type; _ <br /> Coarse Aggregate ($$D)- __-._-- Ibs. $ice -__- Source____- Type: <br /> Warer Tatal ___ _-Gals. ___ _ Gals.;�bag <br /> Admixturee Amounl — Kina _ _ _-- - <br /> Admiafure: Amounl _______- --- Kind <br /> Above information obtained (rom: PTL batching inspection � Projecf Engineer � Confractor ❑ <br /> Concrere Supplier ❑ Other ❑ (Designate) __ __ <br /> Entr. Air °� Actual Slump In. Tickef No.: _ <br /> Temperatures: Air �F Concre'e _'F Weo�her _______ <br /> Mixmg: Cmtrnl Mix � Truck �lix ❑ .lob Mix � <br /> Above �ile Information cbfained from: PTL Inspection � Praject Engineer � Contracfor '� <br /> Concrete Supplier � Othe� [] (Designate)_ <br /> Cyls. celivered to labmotory ay: PTL I� Confractoa Q Engineer � Common Carrier [�� <br /> --__ . --_. _. _ . _ _. . -- - -._ __ . _ . ...,...-�� <br /> -� _� _ .'_ -- . . . . _ - --- <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 29.27 Sq. Ins. <br /> �-- <br /> iP![CIMEN �G[ L�BOR�TORY OA:"F. D�TE I TOT�L UNIT REPONT <br /> _ _uARtlING D�Y�.� NUMBER NECEIVEO TESTEO .� lAAO•POUNOS LO�D• P.9.1. NO. <br /> - ---- I ----- --- ----�— - --- I 1U5, S00 I 3730,r � 17 A I <br /> 17 A 7,r 76y5 9-12 9-18 I <br /> 17 B 28 7696 I 10-9 I 151,000 5340 17 B � <br /> ll C I 2.II � 7697 10-9 I 152, 500 5390 17 B '� <br /> � �, �� � <br /> � � <br /> ' - - -- �----- - ----- <br /> -- -�-�----�- ---��-- �----�----- - �-Day lest� previously reported <br /> Remarks: cc: .3�pelIIg-�ngineerin.g_�Canstruc..ian/Attn�.Las.r�r__Clnm�nr.s __ <br /> 2 S�,attla_PTL ------ — <br /> _.__1_ThP Anal-ip_�p.��ti11:-,I. Patarcn�_ '� " � " <br /> --_-1_�uilding�ept"_Cltv of EYer.eC-t------ ' '' , � <br /> — —�� �a ;, <br /> R��11E��r 5�b,,,��:.d, <br /> PITTSBUR � :ATORY <br /> � <br /> (nsp� o � � '. <br /> ��yl�,�,�f _� �._ <br /> am <br /> la SOflttli J' Distnc ��anager <br />