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;,,�.'.`�'l="`?s, PfTTSBURGH TESTING LABORATORY •��� <br /> � wo�.�.�c <br /> bL �nui�u�s un <br /> � II6 N.M. �hA fTR[ET., fF1TTLE, MASMINGTON �t107 <br /> 'i � � 1� � YV�Y�L MOt�Ct�OM t0 Cl�lAl• �M� �Y�I�C �MD OV�\��v�• •L� �110�\• <br /> f�,S jti� •�� �u���Rae �� rw� ce�.no�«n�i ��or�w�� er euur• •wo .ui..o�u.unw ��d�! No. SE 9972 <br /> � �� ��.�,� ro��v���c�nn. or �rur.rwn cowc.o�ro.�� o� ��r��cr� .�o. o. ��c.�o�r�o <br /> r��S�MOG�� o�� +ooen ���ut�.�o �[ro�ec ow wurrar u��oru . <br /> CONCRETE TEST REPORT R�Dorr No. z p <br /> DATE MOLDED Client'�47o 04419-0900 <br /> R-�3-7R <br /> CLIENT�_�3oeing Cnnst_ & .n�r' DATE REPORiED� 9�6-78 <br /> PROJECTt_ Rneing,gnan�ion ;tt Everetr <br /> �7cPORTED 70t��,� RFlnw <br /> Cyls. delivered �o laboratory by: PTL � Contractor � Enpineer � Common Carrier [j <br /> �:: :.-` --"- -__— _ ..__=-_ _'=-=� - --_------•--�-�-�.. -__._,_-__.,.._ <br /> �- -.._�_-.,�.�....a.._�_.,.�: <br /> Cyllnder S�:e 6 a 12 Inche� COMPRESSIVE STF:ENGTH Area 28 27 Sa. In�. <br /> - -S�E_:rMEM-- �GE —I�pOF1f0/.Y D�TF O�IE TCT�L UNIT REFOR' � <br /> 4�qNIMG ��YS NUY�E■ ■ECEIVCO ♦FfTED LO�[brOUMOf LO�O• r.Ll, yp, <br /> IC i2 A 7 6974 8-24 8-30 - - -87,OQ0 3070 -- ---2 A --J <br /> � C 12 B 28 6975 9_yp `i <br /> � C 12 G I 28 6976 9-20 ' <br /> , I <br /> - -- - ------ — <br /> ---- -- <br /> _Day t��t� pnriou�ly nFerted <br /> R.ma�k. _Lc.: 4_Boein�Engx,& CQnst,/Attn:_l.a_r_ry_C_lements <br /> --____-.2.Seattl�ETL ------- <br /> WE �:Ei27IFY 1HE RESULTS OF COMPRESSIVE Resoectfully subm�ned, <br /> STn'ctlGTA TESTS OtiLY. <br /> PITTSB�JRGH TESTINC�LABORATORY <br /> � �z� <br /> �"' �eat .le D Striclt Manager <br /> in= FuLW'.VING INFORkATION WAS SIJBMITTED BY THE CLIENT. PI7TSBURGf{ TESTING LABCRATORY <br /> Dt%c5 NJi CERTIFY THE ACCURAi.Y OR ADEQUACY OF IT'S CONiEN7. <br /> Concrofe SuppLer _�SSQS12tQ�j. -5s9i1C�_ &. CiT3V21 , <br /> Duanlify Represented .SF�__Cu. Yds. $pecimens made by___C11flIIt._ _� ______ No. Submllted _.._3 _ <br /> Locarion of pourF-0OC1I1�_E�2----------- ---._---------- �- - <br /> ___.._.__.___._____._________ __-___ _.___-'_ __-_ __.__- <br /> ._'.'__----'___ <br /> trength requiremenl ____- ..3��Q. . _. _. _ __. psi of �8 days <br /> __ __'_'_ ___ <br /> MATERIAL PROPORTIONS USED (Quan�ifie� p�r cubic yord o( concrrleJ MIX No.: <br /> Cement -_ - . _,--Ibs.-.--------bays Type—,_--_- Brand-_-- - �-�---- <br /> ---__--� -------� - - <br /> F•ne Agqregote �SSD) ______ Ib�. Source_____.__ - --- - <br /> Coorse Aggregote (SSD) _-____ Ibs. $iee _ Source._. ___ D Y��'� '� � � <br /> �'Yv�� ---'='_... <br /> Coarse Agg�eqate (SSD)-____ 16t. $ies _ Source___________ Y�;___'1����_ <br /> 'Natrr Tmal - - --__----_---Galt._ -- Galc.�bap C <br /> Admi.ture: Amounf --'--.----'-- _ Kind ----- '�P � <br /> - ----- --1._.]_1.��--- -- <br /> Adm,rNre: Amounl _________._,__ ___ Kind _ -/�� <br /> Abo�e information obtamed (rom: PTL balch�ng inspettim � Proje:l Englneer Q�' ���DAIra���Tr <br /> Contrele $uppl�er �ther Desi nate � � <br /> ❑ ❑ ( 9 )_ f15DPrt�6I� <br /> -- <br /> --- ----- —�-- �--__--�- <br />