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.��;`:"";+a PITTSBURGH TESTING LABORATORY FORMOOOTs.f[ <br /> J � ���y <br /> `��` � � [n.u��wm �ui <br /> � ` � � •� B26 N.W. d9ih STREET.. SEATTLE, WASHINGTON 98107 <br /> s a <br /> i � •� � wutu�� �nor¢rmh eo r,urwn. rwe �oeue �eo o��n�e�vu. ��� +v�aa�• <br /> '.�J� • H •NC 1VlM�TT[O �5 ��I[ CON�ip[NT��L O�OPfI1TY OI f.LiCNT•, •NO �IITMO111j1TION Orde� No. SE 9972 <br /> C 'y y s011 �UlLIC�Ti(�N Oi ]i�iCul�il�J. CONC�U9�OH� I11 LIIL11�Cif fNON nl� R[0�11CIN0 <br /> M1fFASAMU�'��r �oa «.ro�tn is nre�evm rrMorea oue werttrH ���wov�� <br /> Report No. 97 A <br /> CONCRETE TEST REPORT <br /> Client's No.D-A04419-0900 <br /> Date Moulded_ 12_5_18 __ Reported_12_13_-78 ___. __ <br /> p,o���t Boeing Everett Facility Buildings 40-3�33 <br /> q� Everett_� Washington W.O. 8-F.6282-6100-886019 <br /> Conrroctor The Auetin ComQany _ <br /> Reported fo_ See Belaw <br /> Concrote Supplier Aseociated Sand 6 Gravel <br /> Ouantity Represented Z� Cu. Yds. Specimens made by D. Stetter No. Submiffed�_ <br /> Location o( pour FootinQs J-14.5 and J-!116.5. <br /> $trenoth requiremenf — 3000 _psi at 28 days <br /> MATERIAL PROPORTIONS USED (Quanti�irs p�r cubie yard oF concrat�) MIX No.: Clasa A <br /> Cement_ 517 Ibs. 5�4 _bags Type Brnnd <br /> Fine Aggregate (SSD) 1391 Ibs. Source Type: <br /> Coarse Aggreqafe (SSD).1451 Ibs. Si:e — �11� Source Type: <br /> Coarse Aggregate ($SD) Ibs. $ize Source Type: <br /> Water Total Z75 lbs. f�, Gals.ibag <br /> Adini�ture: Amount Kind <br /> Admixture; Amount Kind <br /> Above inFormation obfained from: PTL batching inspnction � Project Engineer � Confrattor � <br /> Concrefe Supplier ❑ Other ❑ (Designafe) <br /> Entr. Air e Actuol Slump 2!t In. Ticket No.: ZQ$Q�5 Tk.11119 <br /> Temperatures: Air_ 49 "F Concrefe _51 'F Weother Cloudy <br /> Miaing: Central Mix i,] Truck Mix ❑ Job Mi+ ❑ <br /> Above Site Infurmation obtained frum: PTL Inspection (� Project Engineer ❑ Contractor ❑ <br /> Cancrefe $up�lier ❑ Other � (Designate)_ <br /> Cyls. delivered fo laboratory by: PTL 7C] Ccntractor � Engineer ❑ Common Carrier �] <br /> Cylinder Size 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> � SPECIMEN �6E L1BOR�TORY 01TF I O/TE TOT�L UNR NEPORT <br /> M1qMIN6 O�Y! NUMBER qECEIVEO I tE51EO LO�O•POUNOS LO�O • P.5.1. � NO. <br /> �-�_ I <br /> i 91 A 7 I 10116 � 12-6 12-12 87,5 r9�0�0� �R � A I <br /> � I , �� : 5��� ,._, ., . � � <br /> 91 B 28 I 10117 I 1-2 � <br /> i � EC '� 5197 � <br /> 91 C I 28 10118 1-2 <br /> ciT o;- F�rer, -n', <br /> Jn�pection D . <br /> � � � <br /> Day taat� pr�riously nperted <br /> Remarks:. cc: 3 Boein¢ Er1qr. 6 Congt./Attn: T.arTar .7 m n a <br /> 1 Thp AnaYin f.n_�A��ne ,j_ Porarnnn <br /> 1 Assoc. Sand b Gravel�Inc. <br /> ^ Seattle PTL <br /> _ 1 Dlda. Jeot. . Citv of Gverett _. _ <br /> Respect(ully submittcd, <br /> PITTSBURGIi TE57'�JG,LABORATONY <br /> � 41 �� <br /> ���� <br /> ld 508 e Dishict Manager <br />