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< <� �� � � � <br /> �p�;`;"'"`�+,, PiTTSBURGH TESTING LABORATORY ��AM ,��:.�,.s- <br /> �0e' T���;i tfu.u..coun <br /> � : L1 � 826 N.W. �9rh STREET., SEATTLE, WASHINGTON 98107 <br /> y n . <br /> + ? .f + uvnu� �.urtcr.or �n curHrs rwr �i�euc +en �+�.rsu��e n.. •��o.ra rj$ 9972 <br /> �"q'g o��N ..c au�rirtm �f rnr cowrm�Hnu n.on�wrv n c���rvra rvo u�rrm.i:�non �Ider No. <br /> C �� „' N ros rue�¢�nae or er�rrurnre co�acu,e�or�� nw n.crs r nw un:�no�ea <br /> O�lil YfY09ff I] Pf31P��1U 1•IIIU�HI��)I�Y K�Irif'lll 11 <br /> ��fqs��o�"�r ��nV•� Reporr No. 93 A <br /> CONCRETE TEST REPORT ' <br /> Client's NoD-A04419-0900 <br /> Date Moulded-_---_ 11-29-78 --- _--- - Reportcd _ 12-7-78_ <br /> _.__ __ - ----_ — - - <br /> Project Boeing_Everett__Facilit_y euildinqs._ 40.-32L33_ __.____._ <br /> q� Everett.�9ashinqton_—____ __�V.O.�- EG2.82_610_O-dsJ64L4__ <br /> Co�nocro._ The_AlastirLComgany-------.---------- --- <br /> Reporred to_—$ee_Belo41-- ----_ -- — ---- ---- <br /> Concrete5upplier_�1SSOC1dt2SLSdDL��_6 (�i�dV_@I —__—_ <br /> Ouonfity Represented ��Cu. Yds. $pecimens made by—D._ St2tt2Y_ __ No. S��bmitted__�— <br /> ---- <br /> Locar�on oF Poor Tunnel wal:s ard slab_ between_$13_..0 and �13._5_lines __ <br /> Strength requirement _--�9_QQ—_ psi at 28 days <br /> MATERIAL PROPORTIONS USED (OuanHtias per cubic yard oi cancrete) MIX No.:S13S�E_ <br /> Cement 5_6_9_Ibs. 6 6ags Type Brand <br /> F ine Aggregate ($SD) —�3Il0_ Ibs. $ource Type:_ _ <br /> Coarse Aggregate ($SD) �9Q0—Ibs. Size_3/4„ Source Type; <br /> Caarse Aggregate ISSD) Ibs. Size $ource _TyPe: <br /> warer Torol 25_4_1125_.__� Gals., bag Hot water <br /> Admiature: Amount ll oz Kind _�aZZflllth_3�ON <br /> AdmiMture: Amount_ Kind �IISJh_EdTly_POZ2411ttL— <br /> Above informotion obtained from: PTL batching inspection � Project Engineer � Contractor � <br /> Concrete $upplier ❑ Other ❑ (Designote)_ _ <br /> Enrr. Air "< Actual Slump 3 In. Ticket No.: 208717 Tk. #074 <br /> Temperatures: Air _�_ F Concrete _f)�_�F Weather _Q.yQY_Qd@t <br /> Mixing: Central Mix � i rotk Mix ❑ Job Mix � <br /> Above $ite Inform.:�ion eatained from: PTl Inspecrion � Project Engineer ❑ Contractar i—',. <br /> Concrete $upplier ❑ Other ❑ (Designbte) <br /> Cyls. delivered to laborotory by: PTL � Contractor ❑ Engineer ❑ Common Carrier [f <br /> -------�—_---,.-.- :: _ . . .. ,�_. <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> ]ep��r,�Eti �GE LRBO��TORY I �TF. :J�Te I TOT>L UNIT FEPON( I <br /> MCqNIYfi O�Y• IUMHER I AECEivEp TESTEO LOAO•POUNOS LO�O • P.5.1. NO. <br /> .______ — I — — I _"_—i . <br /> 87 A I 7 ' 9929 � 11-30 I 12-6 ! 115 ,000 � 4070 93 A <br /> fl7 o I 28 I 9930 I! � 12-27 I I <br /> H7 C � 28 I 9931 ! ! 12-27 I <br /> , , <br /> � <br /> , � <br /> ; . ��I �'�'��� �p <br /> --- ---- ---- ----' �--------�--Day tests previously raported '�� I� C7 . 1Yl � n <br /> Remarks: cc: 3 Doeing_En�r, &�gnst./Attr�c Larry_Clements _�I� �III <br /> 1 The�ystin—Co,Lelttn:�.�tersnn `J <br /> 1 B],fig�pEDt_ . Cir:v of F.vPrett <br /> _ l�fs�9�._S�nd�_.Gtav�l__ r�Tv�� <br /> -------Z_�eartl�rzL— ---------- ��pec ion L�p� <br /> Respectfully submitled, <br /> PITTSBURGH TESTI� ABORATORY <br /> la 5ea�ie � �� Disrrict Manager <br />