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`� � ' n. <br /> i <br /> {ESTIN� p�TTSBURGH TESTING LABORATORY <br /> 0J�4�, vi�7BO ronw� oonx.o.se <br /> Fm i• �'i t���nu.�o �ui <br /> ' �� Bt6 N,W, 49�h STREET., SEATTLE, WASMINGTON 98107 <br /> 6 Y . <br /> � �� 1 MYiV�L ��Oi[CTiON TO CLi[NT•. iM[ �V�IiC �MO OVP1[LV[9. •Ll �1f�011�f <br /> �".�^e� • �`+ u� �ue�inm u rwe cnwmenn�� ��o�eerr o� eurNre. •No .ornoAiz�noh Order No. SE 9972 <br /> C�M1�� �t�•��y ros�ueuunoH ar sr•rtwivrc concwuor�s m u.A.cre rwor oe wm•no�Ha <br /> fFqSAMO��� oun at�ont�u wis�nv�o rcno�r�o ous weirrvn �r�nov�� <br /> Reporr No. 102 A <br /> CONCRETE TEST REPORT <br /> Clienr's No.D–A04419-0900 <br /> Dote Moulded_12-1L-78_...__._ __._ — Reported 12-19c78________. __ __. <br /> Projec� Boei_ng_EyeretL Fncili[y Buildings 40_32 33______ <br /> At Fe[eLetC�WA W�Os__9-E6282-6100-886019 <br /> Contractor Th� AusG.i,n_�ampany _ <br /> Reporred ro__.SEC__BeloVL_______ _ _ <br /> Conc.eie Supplier—AssaciatQd S�nd s G�ayel� ____ <br /> Quantify Rep�esented�7Q—Cu. Yds. Specimens made by—A.,_ SCet�ei No. Submifted�—_._ <br /> Location o( pour 5186 NoCt�nd of tunnel at 1�17.0 line._ <br /> ------------ ------ �--�------- -- -- <br /> Strength requirement _�40_Q psi al 28 days –..----�--�-- ---�------ -- <br /> MATERIAL PROPORTIONS USED (Ouanfifias par cubic yard of concrele) MIX No.:_G1,as9_�_ <br /> Cemenf_�.5.4—Ibs. 6 bags Type Brand <br /> Fine Aggregate (SSD�-130.4_ Ibs. $ource Type; <br /> Coarse Aggregate (SSD)140II_Ibs. $ize-3� '4'$ource __ Type: <br /> C..arse Aggregate ($SD) Ibs. $ize Source Type: _ <br /> Woter Total_ 250 1}2.@_�_�.Qp�, Gals.ibag <br /> Admixture: Amount LLoz. Kind Pa7Zolish 300N _ <br /> Admixfure; Amounf Kind HiKh Ear1Y Pozzolith _ <br /> Above information obtained from: PTL bafching inspection � Project Engineer � Confractor � <br /> Concrete $upplier � Ofher ❑ (Designate) _ <br /> Entr. Air_ z Actual Slump 3 In. Ticket No.: 209324 Tk.11186_ <br /> Temperafures; Air 43 _'F Concrote • 53 'F Wealher_Cloud <br /> Mixing: Cenlral Mix � Truck Miz ❑ Job Miz ❑ <br /> Above Site Information obtained from: PTL Inspection � Project Engineer ❑ Conlractor ❑ <br /> Concrefe $upplier � Ofher ��Designate) <br /> Cyls. delivered to laboratory by: PTL � Contractor ❑ Engi�eer � Common Ccrrier ❑ <br /> ---�_�___-_'=—_=--.-_..—_._ _ ---- ..—. _�.–�..a.,.�a — <br /> Cylinder $iza 6 x 12 Inchas COMPRESSIVE STRENGTN Area 28.27 Sq. Ins. <br /> SPECIMEN ♦GE L�BOM�TORY D�TE D�TE TOTAL UNI'��REPORT <br /> � MINNING 0��9 NUMBER FECEIVEO TESTEO LO�O•POUNOS LO�O• �'.f.l. NO. <br /> I <br /> � <br /> g6 A 7 I 10298 12-12 120,500 120,500 4260 102 A I <br /> � 96 B 28 I 10299 1-8 � <br /> 96 C 28 10300 1-8 n � I <br /> , � '' � <br /> I I , , I <br /> i I 1 <br /> Day tesfs pnviously nported ���� _ �'�� <br /> Remarks: cc: 3 Boeing Rn�r. ,fi f.ona[./At�n: t.atrTCj,emeIIt9_ fi.! � �_�� _ <br /> 1 The Austin Co./Attn: S. Peterson /hS.. ' �':Tx' <br /> 1 H1dR. De t. Cit of Everett �F �. ' . <br /> L Assoc. Sand 6 Cravel "' �. <br /> 2 Seattle PTL • <br /> Respectfully submitled, <br /> P1TT58URGH TESTIN LnABORATORY <br /> la �ea[ ��� ' M <br /> � Distnct anager <br />