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�� ���� <br /> '"�"` PITTSBURGH TESTING LABORATORY �DA490^t.q.lE <br /> .'p4..' �Ie <br /> hJ� �Of <br /> llo [�f�pLI�M[o IV1 <br /> = B26 N.W. .7q1h STREET., $EATTLE, WASHINGTON 98107 <br /> < <br /> �'^A,' ',q •e e uu.� , „nr�,n rn .��iwre �iv <br /> :. '0 . Vnw�+'ro�•�v u��� . . �,o��r. i.; .�_ „ n.^, <br /> ��vr <br /> •,,� c , '�r> �w -��e��,:.. . . „ ' vi��' .o.�..��nn n Qrder No. $C �972 <br /> �,i�.'.-':: <br /> �qS�NOC� ,. � �,ir.,rri v .i .�w.�n ��.mrm�._.. w�� .in5.ir��rn�i i_uxeiwa <br /> ZDNCRETE TEST REPORT Reporr No. 9p p <br /> Date Moulded __. 11-27-7$ ` Client's No.D-A04q19-0900 <br /> Pro�ecl _ � Reported _12' 5-78 <br /> Doeing Cverett f•'acility_ Bui.ldings__q0-32/33 <br /> ��er�tt_, Washinqton _ [�.0, 8-E6282-886019 <br /> >t - ----- - � - - ---- <br /> The Auatin - - - - <br /> onr�acro. ------- ---- -Company_ ----- ___—_--- <br /> 4ePor�ed ro _____See Below -- - <br /> - - - -- --------- <br /> - -- -- <br /> --- <br /> - - - <br /> onc�erc Suppiier __�ssociated Sand & Gravel --------- ---- <br /> �uanfily Represmted _65 Cu. Yds, Specimens made b . _D._ StettOT' ---- �— <br /> Lo�ar�anofpour Tunnel wal]s and slab ���tween �12. 5 and �13, p No. Subm�ired 3 _ <br /> - - - - --------- <br /> -- -- ---- ---...- ----- -- --------- <br /> $trength requirement d000 . � �� ---��---���- <br /> � - ----- --------�-- -- <br /> "-- -----_-�-=�--- --ns i ot 28 days <br /> MATERIAL PROPORTIONS USED (Ouonti�ie� par cubie yard o( concrere) MIX Ne.:�lasc F <br /> Cem�nt ___S_6_4---Ibs.__�_bags Type__ Brand <br /> Fine Aggregate �55D) __139_Q Ibs, Source__________ - — <br /> Coarse Aggrogate (5SD) __.1QQ�_ Ibs. $ize___.3/ '_�'__ Source TY�� <br /> Coarse Aggregate j$$D) 16s. $ize ---TYP°0 <br /> Nater Total _ 250 lbs. Source _--- Type: <br /> Admixture: Amounf. 1 ' r - Gals.,�bag HOt tv3teY <br /> l O.Z.. Kind __PflzZO11t1L300N <br /> ddmizturc: Amounl ___ Kind _._[j,�c�jl _EdrlY_P92Z011th <br /> %.bove information o6tained (rom: PTL batching inspection f� Project Enginee� �� Contractor i-! <br /> _ Concrete Supplier �. Other J (Designate) -' <br /> Enrr. Air °d Actual SIumP--_5_ In. <br /> Tempera�ures: Air 40 Tlcket No.: _20_8.5_3LTk._�51 <br /> 'F Concrere _(�j__-F Wearher___�vercdS�__,_ <br /> !dixing; Central Miz r` I ruck Mi■ IJ Job Mix f� - <br /> Above $ite Informarion obtamed from: PTL Inspecrion 7i <br /> ' ] Projett Engmeer � Contracror i_ <br /> Concrete Supplier �J Other � (Designate)__ <br /> Cyl:, delivered to laboratory by: PT� � �o���o��a� . - <br /> -.- ._-_____. -._.__ ❑ Engineer � CammonCarrier i� <br /> Cylmder $ize 6 x 12 Inches � �� - - � . � � ---� �.-. . . - ---- --------•• -' <br /> COMPRES_IVE STRENGTH Area 28.27 Sq. Irs. <br /> `.oF.CINEY A6E L�HOR�TORY I .'aTF <br /> 'AARKING ❑1Y3 4UMPER . nFf.EIVFD I `�Tc �. '�T�L <br /> FSTF.p lNlt . qfpOn� ., <br /> --�.—__ _ _ L040-POU405 LO�O• P,S.p .�� <br /> i •—_—_.___'._��� _ . <br /> 84 A I 7 ! 9650 ! 11-28 I 12-.1 128 , 500 � 4540 ! 9p ,� <br /> i <br /> 94 B j 29 I 9851 � ' 12-26 I <br /> 8q C ,' 29 ; 9�352 12-26 <br /> ; <br /> I I� <br /> -- -- -------------- ----- - — __ -- -- i <br /> Day tesea previoualy reported <br /> Romarks:_Cc: �11401llQ�1Wr- � �'oriS�.�lit.tIl:__l.dLLy_C1L'IDP11t5_. <br /> 1 The Austin o /At n �,_�tg��n <br /> _ 1 O1dcL, pe�Lt, Sity o F ,�e�x <br /> ---- 1 Assoc Sand � Gravel/A tn: Vauahn Ramba�l <br /> — __ 2 Seattle PTL <br /> - --� � ,, �.=�--� �, -__ <br /> ;��-- Respecffully submirled, <br /> ��� C (1 7 'q�Q PITTSBURGH TESTING L BORATORY <br /> la CITY GF fVERETT �_ �� <br /> Inspection n�Ut Sedtt�� Districf Monager <br />