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�"""�"°`s PIT'r^.BURGH TESTING LP 90RATORY <br /> o ,. , � <br /> `OJ� f O' FORM�00l�S.{C <br /> � bL nruu�em uu . <br /> s '� 826 N.W, 19�h STREET., SEATTLE, WASHIN�TON 98107 <br /> �ns J, t�,y �� 1 Y11TV�L �I�OI[C110N TO CLI[Mi• TM[ �II�IIC �NO (�VI1![lV[�. �LL II[�OI��• <br /> •11C �V��rtT1.D �f TMI WNIip[Nli1l �PORIITY O� CLrtNH. nMD �IiTNOqRN10M Order No. 5£ 9972 <br /> Ci,�5c �ie�+,y ron rrs.ic.now o. a��rt�rr�rm m�auuar�� o� nn�cta reo� oe �couoir�e <br /> f�AS�NOGN� non nr.oria u nutwvm rtHoir�c ouw wnrtt[e ���eev�t <br /> CONCRETE TEST REPORT Report No. 3� A <br /> 9_21 Cliem'� No. D-A04419-900 <br /> Dme Moulded___ "�8 Reported 10-5-78 <br /> Proi«�— —BUe�,n�$verett Exoansion�uildin¢ 4Q-32/3'� <br /> ni ._._kv_ezett W ��8-E4282-6100-886019 - <br /> Controctor__ T}•A_AUfiC�A_C4_. -- <br /> Reporled ro.___Se� Below � — — <br /> Concrcte $u{alier_.��BpLj,qtPS�$$j�d & GreVel COnI,_j)fl�Iy • <br /> Quantity Represented Cu. Yds. Specimen� made by _ _ No. Submifted 3 <br /> Lowfion o/ pour_(',g�S&6A _ <br /> S}renpth requirement_�OOO psi at 28 days <br /> MATERIAL PROPORTIONS USED (Ouantitir: per cu6ic yard o( concrete) MIX No.: <br /> Cement _._,Ibs. hags Type_ Bmnd.___ <br /> Fine Aggregate ($Sp)_ Ibs. Source__ TY�: <br /> Coarse Aggregote (5SD) Ibs. $ize _Sourcr 7YPe; <br /> Coarse Aggrepate ($SD) _ Ibs. Size— Source _7Y�; <br /> woter 7ornl---___l�I,�__0^�I'IGa�L�'E`.�R1L9.'I'10I�.SIhiltil�MDb�� L1L <br /> Admixture: Amount __CERi7Pi$$.(1NJ,y.�`p;fnilr�ST RFSllLI1nR(r'YI.I2V8ji8 <br /> Admixture: Amount AS�j'ypQRi 'C1� 1.Y;��F'�_Fd',� <br /> Above information obtained {rom: PTL botching �nspection � Project Engineer � Contractor � <br /> Concrete Supplier � Other ❑ (Designate) <br /> Entr. Air _ o Actual Slump In. Ticket No.: <br /> Temperatures: llir _�°F Concrero .____°F Weather_ <br /> IAiz�ng: Central Miz � Truck Mix �] JoL h��x � <br /> Above Si1e Information obtained from: PTL Inspecfion � Project Engineer � CoMroctor C� <br /> Concrete Supplfer � Other � (Designate)__ <br /> Cyls. delivered ro laboralory by: PTL ❑ Contraclor � Engineer � Cummon Carrier � <br /> --�-- � — —�—_�_. .—_:_. _�_-' -- -------- ----� .— .—.—^—___-- ---�.�_-- <br /> Cylinder Si:e 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN ♦GE L�DOR�TORY O�TE D�TE TOT1L UNIT HF.FORT � <br /> � M�pKi4G ❑1Y5 NUMBEP RECEIVED TESTED L010•POUN�S LO�O• P.S.I. MJ. <br /> ----37 A 7 8210 -- - g-22 -- --- 9-28 110,000 3890 37 A <br /> I I 37 R 28 8211 10-19 � <br /> � � <br /> I 37 C 28 8212 10-19 i <br /> i � i <br /> �--- -. _ __ I � <br /> Day te�ls previou�ly reported <br /> Remarks:__ <br /> __ cc: 3_I3oeit�Engineering & Co ACtn: Larry Clements <br /> ----�-SeaLklQ_�L _ — <br /> _ 1 T.he A11�ti1L�v�LAstn:�J��t�on <br /> -- ___��uilsling�ept. C3t�9f_Ev�rQ�G_ _ <br /> I �) � � Ir, � M � � Respectfuliy submitted, <br /> W PITTSBURGH TESTING LABORATORY <br /> SEP 1 � ,9,8 -- �✓� —�- 41 �� _ <br /> CITY OF E1�ERETT _� � "•;"�'�""".. <br /> Inspcction Dept. <br />