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� <br /> p��,s ^:��8 PITTSt�URGH TESTING LABORATORY <br /> 0J . � •.�O,D rtnra enno-e.ft <br /> F�' T� �L nruu�w[o �u� <br /> o `a 826 N.W, 49�h STREET.� SEATTLE, WASMINGTON 98107 <br /> < <br /> •s . rino�� rrorrcr�nw rn <urNrc n�r Pueuc .po nuvs�i.�s .0 a�.onrn <br /> '"o�., %-�'^ .��c sus�nrro u n�r coNrm�nn�� rAoa�arv o .:�.rwre .Nu wrno�n�non Order No. SE 9972 <br /> C�'Y�� Pl',�y lOI� I�U11Lr(:�irnN O� 1T1f�u1 M�f f.ON�l�ifii�M! ARrf w��_f! I M OP nC41NO�N�t <br /> .r�q5�N0��� ��v vir.onre m ur.ai.Mrio �.�no�nc oun w,�lrtrr� ..n4nv�� <br /> Report No. 95 A <br /> CONCRETE TEST REPORT • <br /> Date Moulded—_.12-4-78_ _ Client's N�-A04419-0900 <br /> - ----- ---_-- Reported _12-12-78_-- <br /> __- -- -------- --- -- <br /> Projecr Boeing_6v_erett Fac_il_it�BuildinBs 40-J2[33__ <br /> A� Ev_erett� Was�ington __WO 8-E6282=61_00-88601�.__ <br /> Contractor __The Aus[in Company <br /> Reported to._ See Be_l.ow — -- <br /> Concrete $upplim_elssocil�ed SaRd 6 CCav_el � --�� <br /> CJuantity Represented ��Cu. Yds. Specimens made by_D. Stet[eC No. $ubmitted�_ <br /> Locarion of pour Tunnel walls and slab line Il1G.0 to +114.5 <br /> $trength requirement 400Q___psi af 28 days <br /> MATERIAL PROPORTIONS USED (puantilies per cu6ia yard of con�reta) MIX No.:�lase E <br /> Cement 564 Ibs. 6 bags Type __ Brond_ <br /> Fine Angregate (SSD)_-�3_Q4_ Ibs. $ource_ Ty�: <br /> Coarse Aggregate ($SD)_190_�_Ibs. $ize_31�°__$ource TyPe; <br /> Coarse Aggregate ISSD) �bs, Size _$ource. TYpe; <br /> Warer Total_ 250 lbs. �. Gals.i'bag Hot water <br /> Admixture: Amounr 17 oz. Kind _Pozzolith 300N <br /> Admixture; Amounf_ �._ Kind _High ea[ly Pozzolith <br /> Above in(ormation ob�ained from: PTL batching inspection � Project Engineer � Controcfor � <br /> Concrete Supplier � Other ❑ IDesignate) <br /> Entr. Alr o Actual Slump__5_ In. Ticket No.: �Q$950 Tk.t�G74 <br /> Temperotures: Air 40 �F Concrete 60 ' "F Weather _ Cloudy__ <br /> Mixing: Central Mix � �ruck Mix ❑ Job Mix [] <br /> A6ove $ite Information obtained (rom: PTL Inspection � Project Engineer [] Conlractor � <br /> Concrete Supplier � Other � (Designata)__ <br /> Cyls. delivereo fo laborarory by: PTL � Contrar.ror � Engineer �,1 Common Carrier � <br /> --_-_=—��----_-__._-.=_---_. -__--� - ---------- ------ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> � SPECIMEN I ♦GE L�BOR�TORY -p>TE O�TE I 'OT�L � UNIT REMOpT� <br /> � N1qNIN6 I p1Y5 NUMBF9 RECEIVF.D TEfiEO � LO�p•POUNOS '� LO�D• P.S.I. NO. <br /> i �_i._ � _- __ I <br /> 90 A I 7 i 10077 � 12-5 12-11 I 101,500 I 3550 95 A <br /> 90 B � 29 i 10�78 II 1-2 I <br /> 90 C i 29 10079 i 1-2 I ^ � (� �' � �f� � r� <br /> �� �P ��� ` i <br /> ' � D f ''. l .t 1�"r3 <br /> • • Day ro�ts P�.�co�,ir ,.P,,,.d CITY Oi= E\'[RE CT <br /> Ramorks: ��� 3 BoeinQ EnRr. S Cons[. At[n: Larry Clements �»��� <br /> 1 The Austin Co./Atcn: J. Peterscn ��Ny�• <br /> L BLdK. Dept. Ci[y of Everett - <br /> _ 2 Seattle PTL --- <br /> 1 \vcp . S�n{�_$`GYIYLLC��.IIIG __ <br /> Respect(ully submitted, <br /> PITTSBURGH TESTING LABORATORY <br /> la ' Seat��-` 'pistri ..Manager <br />