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p4��h571NC(�B PITTSbURGH TESTING LABuRATORY �ORMOOC].B.SE <br /> 0J�� l.�P <br /> �i � or�vu�wm un <br /> 'a tl76 N.W. 09�h STREET., $EATTLE� WASNINGTON 98107 <br /> � � •e � �ui�,�� nuo�rc���a ro c�.nMrs nrt nue��c �no nr,us���re •�� wrronrs <br /> '"+� :��`� .�c s�e��rn� �e ��a coM.m�nnu vwm��4r� or c�ir.�.e •No ��n�owiz�uor� OrJer No. SE 9972 <br /> '�',/� �C � ��y I lM PVG�i<�`i�lN �] tit�tlxlNtS l:��Mi�UfiiON] JII I\In�Ci9 1 1 UP vC�I�POiNO <br /> ��q5�N0��� o�n n�rnw-s �e v�v..io reemnu ovv w�omr� ...A�.vu <br /> Reporr No. 88 B <br /> CONCRETF. TEST REPORT <br /> Client's No.D-p044] 9-0900 <br /> Dare Mould�d. _ _ 11-25-78--_.-__ __-_ -_ Reported _12-5-78* 12-28-18_---__-- <br /> -- --- --- <br /> Pro{�cr____ Boeing._�verett_ Facility_IIuildinqs_ 40-32/33_____ ____ <br /> Ar______.___ ^�crett,_Washington ______W.O.-8-E6282-6100-886_019__ <br /> Co�i�oaor _ The__A:ati . Company______ ____ <br /> Reporred ro --_— Se_e_Be!ow__ ----- --------- — -- <br /> Concrete Suppl�er_Associa ted_ Sa_nd_&_ Grayel ---� <br /> Quontity Represenled 63 _ C�i. Yds. $pecimens made by_D_ Stet,t27' No. Submilted 3 <br /> Lacotion oF pour Tunnel section� walls and slab between 12.0 and 12. 5. <br /> Strength requiremeN __ 4000 __ _ psi at 28 days . <br /> MATERIAL PROPORTIONS USED (Quontities per cubic yard oF concrete) MIX No.: Class E <br /> Cement__ 564 Ibs. 6 bags Type___ Brond <br /> Fine Aqgregare (SSD)_1300 Ibs. Source_______ Ty�; <br /> Coarse Aggregole (55D)_1900 Ibs. Size 3 4" __$ource Type: __ <br /> Coarse Aggregate ($SD)_— Ibs. Size— Source _Type:_ <br /> Ware. Toral_ 250 lbs. `. Gals./ba@ <br /> Admixture: Amounl_ 17 �?• Kind P0z2011th 300N <br /> Admixture: Amounf_. __ Kind _ H;qh EdT'1�P02z011th <br /> Above information obfained (rom: PTL batchinp inspection ❑ Project Engineer � Contractor � <br /> Concrete Supplier � Ofhcr ❑ (Designate) ___ <br /> Entr. Air _ : Actual Slump_ 6 In. Ticket No.; 208409 Tk. �113 <br /> Temperalures: Air_ 43 °� f_oncrete _ 53 'F Weathcr_Yog__ <br /> Mixing: Central Mir ❑ ;ruck Mi■ ❑ Job Aiix � <br /> Above Site In(ormurion obfained from: PTL Inspection �] Project Engineer � Contractor � <br /> Concrcte5upplier � Other �(Designate) <br /> Cyls. delivered to laborofory by: PTL �1 Contractor ❑ Engineer � Common Canier � <br /> � . .-.—,- —'_-'- _-_-- _ � - � - - ---- - - - -��- - ----.. _ ._----- <br /> ... . - - ---'-------_—�'---� <br /> Cylinder Si:e 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 5��. Ins. <br /> I lPECIMEN ♦6E L�BORIITORY O�TE O�TE TOT�L UNIT REPUqT I <br /> � M�RI(ING O�YS NUMBER RECEIVEO iESTEO I LO�O•POUNOS LO�O• P.5.1. NC. <br /> i -- �—__—� —_�—_—_---y—�- � <br /> i 82 A 9 9826 � 11-28 12-4 I 106,000 3750* 88 A i <br /> i 82 B 28 9827 12-23 148,000 5240 88 B <br /> 82 C 28 9828 12-23 152,000 5388� 88 B I <br /> L - --------------- ------_ - _�"" .� l'n n;'T5 <br /> � • Q* Day lestt prevlously reportcd ��` � � �' � <br /> Ramarkt:_ cc: 3 BQ.einc�Engr._6LCnr.st..18tY.n:_Larry�le[r.ents �fr o � <br /> 1 The�ust�_�o_LS,��: J._peterson —n !-`�� <br /> 1 Bldq. Dept. , Cit�f Everett --`�� <br /> 1 Associated Sand 6 Gcavel Attn_c Vaughn R3mballp c "" � <br /> __ 2 Seattle PTL____ �/� � <br /> � <br /> Respecrfully submiffed, • <br /> PITTSBURGH TESTING L BORATORY <br /> 1 a �y�,� �-�� <br /> Seattl�• / District Munoger <br />