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( <br /> ��SfiMQ ronw oaox.o.a[ <br /> p��-��,o PITTSBURGH TESTING LABORATORY <br /> 0J �� �.9 <br /> ,`. c L uruu��m uu <br /> . 0 876 N.W. 49ih STREET., SEATTLE, WASMINGTON 98107 <br /> a <br /> s • � •! .� MIllV1L PROiFCtiON t0 CLI[Nfb TH[ PVll�f. ��10 (]IIRSfIY[•. •LL A�P(�w'S 1 <br /> �I�,s j� ��+\H 1PL flllMiiT[O �6 TNL CAHfiO�.M\i1L ��10PfRi� nf f.l'rNtl. •NO �UlI�ORiI�I�JN Q�pC� No. SE 9972 <br /> � �J f011 PVlLIC�IiOM (�f ]\�f[MINL! CONCII/f�ON6 C9 f�li�CfS � Y (�M w1�:tP(�iNti <br /> C�'�`C ��~, � OVP flfP011ff I] M!9(NV{O 1'[NpiNO OUV NllililX ��IN(lY�l <br /> FFqs�ho�`�` Reporr No. 93 B <br /> CONCRETE TEST REPORT <br /> Client's NoD-A04419-0900 <br /> Datc Moulded_—_ 11-29-76_________ __ Reported _. 12-7-78 * 1'?-28-7a <br /> P�oi«i —_Bo.eing�verett_Facility_9uildings._ 40-32/33 _ <br /> q� �vQrett,—Washinqton___--_ ___W0 8- E6282-6100 _d84_019—.__ <br /> Co���aao�_—.__—The_Austin_Company___— __ -_- ----_ -- <br /> RePo�r�d ro---See_.BQlow------ -. ---- --- <br /> Concrcfe $upplicr—ASSOC].dtL'.SLSdILCL_S�GrdV�l—_ <br /> Quanlity Represented _5.`�Cu. Yds. Specimens made by_D.�tetter No. $ubmiRed__�_ <br /> Locor�oo of Poor Tunnel wall��d slab b�tween_�1_3_._0 and �13. 5 lines <br /> $trenglii �equiremeni . _ ����_.__---_ .__PsiatZBday: --' <br /> MATERIAL PROPORTIONS USED Iquontifies per cubic yard oF concrole) MIX No.:Slass�_ <br /> Cement___-5-6_4_—Ibs._6 bags Type Brand _ __ <br /> Fine AQgregale (SSD)—__1300_ Ibs. $ource TYPe� — <br /> Coarse Aggregate (SSD)—L90�—Ibs. Size—_3/_4"Source ___— Typr. __ — <br /> Coarse Aggregate (SSD)-�-- Ibs. $ize Source _.__—__--_Type:—__. <br /> WaterTofal_—__24Q�.bS�_—`.-- Gals.lbag Hot wdtei' <br /> Admixture: Amount_--1�_02.--- Kind _P02201].th_300N_---____ <br /> Admixture: AmouN_ -- Kind _Hlqil_EdYly P02ZOZ1t1L—_. — <br /> r Above information obtoined (rorn: PTL balching inspecfion � Project Engineer � Contractor � <br /> Concrete Supplier � Olher ❑ (Designate) <br /> Entr. Air_ e Actual Slump 3 In Ticket No.: 208717 Tk. #074 <br /> Temperatures; Air�g_`F Concrete __�_�— F Weather_9yeTCslS_�— <br /> Mixing: Central Mix ❑ iruck Mix ❑ Job Mix ❑ <br /> Above Site Informotion obtained From: PTL Inspecfion � Project Engineer ❑ Cantractor ❑ <br /> Concrete Supplier ❑ Other ❑(Designate)___ . <br /> Cyls. delivered to laboratory by: PTL � Contractor � Engineer ❑ Common Carrier � . <br /> ---_ -�---_`_------ --- .. _ .. ._- -�--------- �---=--._—�'._— . _____.__..._,—_ <br /> Cyl�nder Si:. 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> I SPECIMEN �OE L�NOR�TONY — O�TE — — ��iE TOT�L UNIT MEPOiiT <br /> MIPNING O�Y! 4UMBER MECEIVEO TESTE❑ LO�O•POUNO! IO�D • P.5.1. NO. <br /> I _ _---_—'__ _ _ _ <br /> 87 A 7* 9929 11-30 12-6 I 115,000 4070 * 93 A � <br /> 87 B 28 9930 12-27 151 ,500 5360 93 B i <br /> , 87 C 28 9931 12-27 158,000 5590 93 B <br /> � <br /> I <br /> � --------- — <br /> ' • �* —Day fests previously reported <br /> a rfr? f?, pMr� n <br /> Ramark�: CC: 3 Boein�Eng�z & Const�_/�ttn; Larr�Clements ,�.�r_ <br /> t 1 The Aust�Ca.lBttn: .7. Peters.Qn r�'Yn <br /> 1 Bldg=ne�t�.�it�,_of�vPrAtr � <br /> 1 A�,s4�.—Sand_6�GLax�� � <br /> �S�attle_PTL_- ------- — Gu-;—p�-i <br /> Resd�Q�submined, <br /> PITTSBURGH TESTIt�G�RATORY <br /> ��.,y � o�_- <br /> la Seat e Districf Manager <br />