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��Eg""�� PITTSBURGH TESTING LABORATORY °�"� � .. ' <br /> e�. ° �•-'eo <br /> oJ ' << y oar�nu+Hco �nei <br /> F+ b a <br /> �o B26 N.W. 49rh STREET., SEATTLE, WASHINGTON 98107 <br /> � • 7 .e r �u.� rno rc� a cuc�n. ��e rumic nnn o��mnvrs �i� nrran.e I <br /> �''J Ot�N „l f11P4 \ill� I.f t��l'.o( 11U[MtII.L P110VCNlY Af CLI[Nl1 •NI� I� �M(1111II.�14H Q(aCl H0. <br /> C �5 � �'! 11 PIIRI I[LTION Of ��• u[Mlf C[�XCIU\IOXf OP f�iP��l] fPt�MVUP P[G�Pf�IMG <br /> I� 11[I�[�n\]'19 I�fftNVf.[1�fN[�ING OVP WAIi�LM • <br /> /y��A M����r �u ••p� ` Report No. '1<< <br /> CONCRETE TEST REPORT Clienl's No. <br /> Dale Moulded_ . _. ._ _. ' ----- Reported --_- . . - -.-.� .1=��J'�� - -- - <br /> . ... -- _�..: " . - . <br /> . '�'4�(, {` . ii_` r , . � . .._�._ ��_�_.. . ._ <br /> Pw�eU----_-_. _. . . _ . ., _ <br /> .. _— <br /> At _ Ca;3)hc �tC ;(1. 1 �: _ �• iL> — -- — <br /> Contractor . ---�'--.. t� .. . ..:_ . _. ..� __.. _ . -. . <br /> Reported fo . ' , � � . ' .. . .��pq -- � - <br /> Concrote $upplie�_ _ :' .. � , ' ' , - -"FA� . <br /> Quontity Reprosenfed._ _. __, Cu. Yds. Specimens made by ._('1 P•t r'n"['Ftr+r �: No. Submitted . L <br /> Location of pour (per information from job•site) __ ____-.. --:-ui�.� +��---� �-'}�+•• -"•" - '.`"`." "-"' - <br /> �, , .. . : . �_>C• �-� '_'..._ ..- -�- <br /> S�rength requiremerrt � _.L__ . psi at 28 days Mix Design No.: ---__ _- <br /> MATERIAL PROPORTIONS USED (Quant{ties per cubic yard o(cancrete) <br /> CemeN �� Ibs. _,. . bags Typc Brand . _. . .. --- --- -- � <br /> _._. - TYP��-. _ .. <br /> Fine Aggregate (SSD) . Ibs. Source. . . � -��-� � --- � <br /> Coarse Aggrogote ($SD)_�.��--•— Ibs. $ize. �_ . Source_ . - ---- TYP°0 - � - �-- <br /> Coorse Aggregate (SSD) _. 16s. Size_. . _ .� _Source __-_ . -�- TYP°1 - - - � <br /> -_-- Gals. . __ �ctual Slum _In. <br /> Water Total -----.--_.. . __- ------Gals.-ba9; P �2#- -� <br /> Admizture: Amount _____ .. . _ _. . Kind __ . . - ---- - -�- <br /> Admixture: Amount. . . . Kind . Entr. Air_._ ___. °o <br /> Temperatures: Air. . "F Concrete _. `�F Weather "� :.�-'.._'_.:. -. �---�-=� � - <br /> Mixing: Ceniral Mia � Truck Mix � Job Mix ❑ <br /> Pro ect En ineer Controdor � <br /> Above data oblained (rom: PTL Inspection [] I 9 ❑ <br /> Concrote $upplier ❑ Other ❑ (Designote) � � � <br /> Cyls. delivered to laboratory by: PTL [] Coniractor ❑ Engincer [_] Common Carrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> " � p♦ . Ili TF TOTAL UNIi REPORT <br /> li SPECIMEN �GE LABORPTORv �� F � 1� SiFI� 1 "��❑ POUNOS I LOAO-P.5.1. NO. <br /> �i MARNING NUMHFR RF(:FIVF� � . <br /> � I n�YS I,_._ —"— ' . .._ —. .'. <br /> ' —__—_— .. _ I i II <br /> ( '11� 1 � '��. �� 1 �. ��. �� ��� . � �i .����� �'� <br /> .�� 1 . �.":' . . . . .. � <br /> �o n �� 9989 zra-2o io• .2x •• 72saoo z55� 5:�. <br /> �o c 28 9g90 14-?.0 7.1• � z].,000 4zso 74 <br /> . - ., �r� -, ; � . ]7.o00 41iF0 I 7� <br /> � � <br /> __ Doy �esis previous�y reporled <br /> Remarks�. . _ . . -.�.t' ' _ . . _ _ _ . — . <br /> _. __ -_. _'_'__.'u—______" <br /> Respeclfully(((s���bmitted, <br /> �1 TST BURGH TESTINO LA80RATORY <br /> ��-�''�� � <br /> [li 1 cl Mm�n9t'r <br /> i <br />