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p���ss""��, PITTSBURCH TESTING LABORATORY � � ° ` <br /> �p +5 "T�O,� Esueusnm �nei <br /> ^ 826 N.w. 49�h STREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> '� �s � vu.un� vno*ano� *o cuc�*s. n�c run c evo ounsv�vcs. <br /> �f r '�,h nm: zuauimm �s t�c r,ovnor�ru� rWo�rn.r��or a�eru.s. ��o �u+�cA�zr.non Qrder No. ."' . <br /> 'jC .,� 4��0 ronronucounni onrs�s�n s�nv�o�rrtioiw�.��un �•�*nH�nrrnov.�.�������nc <br /> h��p5AM0�N� ' rvai Reporf No. .. <br /> CONCRETE TEST REPORT Clienl's No. <br /> , „_ . <br /> � � Reported ----- 1'I..�Z_�_(j----- - -� -- <br /> Datc Moulded.__ _ _ _ . _. ----- - <br /> Projed—-- —.-----_---- - -- - - ----. . - - - -_- _ . <br /> �11 . '__ _ +-��i Gi'G'oL. .\�"�f1. _ — <br /> _�'.Lij:jl �%C17G�:. ._ <br /> COntIOCtOf __— —��;.-5=—..—._ . - __ -- _ <br /> .,:�.�.._.'� +. <br /> Reported to—--.- ---,— - .- �. - � - - <br /> i - <br /> Concrete5upplier__' �'. _' � � �� -� �- --- �� ictn No. Submitted� <br /> Quantity Represented �% Cu. Yds. Specimens made ibRvel ':�' � � �:�' �� ''"� ��� ta 15 f^CN !1 `o A 25 � .� <br /> Lowhon o(pour (per information lrom job-site) -- � :�y� .�, . �� i� �� <br /> r^ , , A . _ . ' = <br /> Sirengih requirement_�_ . - . � "--- — psi at 28 days Mix Design No.: _ -� _ -- <br /> MATERIAL FROPORTIONS USED (Quontities per cu6it yord of concrete) <br /> Ibs.-- oags Typc. _ _ Brand.--- . ----- <br /> Cement- ---- � �� - - - -- TYPe�-- <br /> FineAggregate (SSD) ---- - Ibs. Source---- - --- ---- -----�— <br /> Source_._ .— Type: __- --- . <br /> Coarse Aggregate (SSD)__—Ibs. Size___�..—_ - _ Type: _ . . _ - <br /> Coarse Aggregate (SSD) . .-- Ibs. Size_!•--Source __ <br /> Gals./bao; Actual Slum __ _ 3 In. <br /> Water Total ._. —" Gals. _ ----.--- ,v P� ---- <br /> - - Kind _ y iil. o l,_ C�, ] ,_ _ <br /> Admizture: Amount_ --_ Entr Air °° <br /> Admixture: Amount_,;_----=-' Kind__. ' "' —.- � - - — <br /> °F Weather_ _ i^:�..• --- <br /> Temperatures: Air_�'—°F Concrete — �o��'%-�-J- � -- - -� ---�--— <br /> Mixing: Centra! Mix � Truck Mix ❑ <br /> Pro'ect En ineer Contrador ❑ <br /> Above dato obtained from: PTL Inspection ❑ I 4� ❑ <br /> .=oncrete Supplier ❑ Other ❑ (Designate) _--. -- -- -- - — --�--- - - <br /> Corcmnn �arner � <br /> Cyls. delivered to laboratory by: PTL � Contractor ❑ Engineer ❑ -- ---- - — <br /> Cylinder Size 6 x 12 Inches <br /> COMPRESSIVE STRENGTH Area 28.275q. Ins. <br /> . _. - ----- - <br /> ..-- - -- - - �I <br /> -- --�--- ----- -- � ' REPORT <br /> � -- OATf TOTAI UNIT <br /> SPECIMEN AOE LABOFRTORY DATE LOHO-P.S.L N�� <br /> MRRKING DAYS NUMtiF.R RECEIVED TESTEO— LOAO-POUNDS — <br /> I_ —_ _ <br /> nr. ri�U b <br /> i 2J L 7 1��:}j lQ..;'_p l�]..�1 7.00�Uv.� 'JJr -,% <br /> � z; r 28 1oz44 io-25 ii-2� 14�f�000 5090 53 <br /> 23 c �3 zo?45 zo-z5 ii-�. 151,aoo 5340 53 <br /> I � <br /> �_ - — <br /> � - <br /> � - <br /> 'T'� Day tests previously repotled <br /> CC:�j IJO_^•t1.971 J1C0 f3� �OR -� ._ . . <br /> Remarks: _ .au��. o.'�35�— _ -- - � -- _ . ___ . _ <br /> - --- 1s�vg,i onUt� . — --- -- - -- - <br /> - ---- ----^� <br /> � - � Respectfully sub ii ed, <br /> PITT URGF9`TEST NG BORATORY <br /> °^,�_ <br /> �,D-�A <br /> District nager <br />