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J'��"S��"` PITTSL )RGH TES'TING LAB� tATORY <br /> .� ��;ISO ronw�ooas-�c <br /> w�` 'Pi nr�ou�h�e u�i <br /> � �� 826 N.W. �9�I, STREET., SEATTIE, WASHINGTON 9l107 <br /> 6 <br /> 1 ` •{ � MV1V�L r110ifCT10N TO CLI[Nf[. TM[ �I1�L1C �ND OV1��[lY[• •Ll 1�[rOl�f• J SE 9972 <br /> r�j J� 1'h �I�l t��MIT1(D �i TN[ CONfI[ftNti�l ��0�(IIfY O� CLI[MTf •MO �UIMOIIIi�TION Q�pQ( �Q• <br /> C �5 ��\y �OII�V/LICIIION O� �T�T[MfNT{ COHCIU\iDH� 011 [�T1��CT� �MO4 01111[OI�I�OIM4 <br /> '���pS�NO�N�� oon n«onrs n see�.v�o��+oiwc ove w.irtui �rr�ov�� <br /> CONCRETE TESi QEPORT Report No. 119 A <br /> 12 2$ � Cl��of'. No. �'A04419-090( <br /> Dote Moulded—� � 8 _ Reported 1�9/79 __����g <br /> Proi�c�_�AQeiu�_Ev�ratLEaciliL.y�fa�or�ss tmhly� 4D�2/�3 <br /> ll �1ci�� <br /> q�_ �ve re t t �.��0..��Eb.2$2.=61DD-BB.fi41� <br /> Ca�r�a�,o� Sel,1_en Constxys.�ion _ — ____ <br /> Reported to—_SeG__He�oh _______ , _ <br /> Coocr�+� Soppl��r_Associated_Sand_�nd__GraveL—_ — — <br /> Ouantity Reprosemed _��_ Cu. Yds. $ ecimens made by—._D.—StCt�2L No. Submitted�— <br /> Lo�m�o� ofPe�r_Inside 40;5G �uilding Footings _____ __ <br /> - -- -- --- - - - - -- <br /> Strength requirement _.____300�_ _. _ . ___psi at 28 days <br /> MATERIAL PROPOR IONS USED (Ounntities per cubic yard o( concre�e) MIX Ne.:_ <br /> Cement 51�_ ..._Ibs ---5�—bogs Typr_I Brand <br /> Fine Aggregate (SSD)__.___ Ibs. Source__3 4�� __ Type: <br /> Coarse Aggregate ($$D)_--_..._— Ibs. Size _ ��_Source Typr: <br /> Coarsc Aggregate (SSD) Ibs. Size I?___$ource____..—._—__— Type: <br /> Woler Tolol ._ .__ ___ —Gals. _ Gals./bag �{Ot W7tCr <br /> Admizlure: Amount ______--_—__ _—_ Kind _ _Hlch_.EJrly'_P9%='l_Q�1LF1____.__ <br /> Admixture: Amount _ Kind _ _ ___ _ <br /> Above in(ormation obtoined (rom: PTL batching inspection � F��ject Enq'�neer [] Contractor ❑ <br /> Concrete $upplier � Other ❑ (�.signete)___.___.___— <br /> __--_-----___'___---------_---=-- <br /> Entr. Air___ __ o Aclual Slump____5__ In T�cket IJo: _z1.1457 Tk. 146 <br /> Tempermures: Air __.__ 5D_°F Concrete ___.59_—_`F Wcather_1nGODTS_ __—_ <br /> M�xing: Centrol Mix � Truck Mix � 1ob Mix �j <br /> Above $i!e Iniormotion obtained L•om: PTL Inspection � Project Engineer ❑ Contractor ❑ <br /> Concrete $upplirr � Olher �iDesignme)_ <br /> Cylz. dclivcred ic� laboratory by: PTL � Contractor � Engineer � Comnon Cnrrie� � <br /> _� - .,_ .. .... ._ . __ _.._ . «--�---� <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STHENGTN Area 28,27 $q. Ins. <br /> � — — - -- -- — ---- <br /> SPECINEN ♦LE La�OR�TORY C�iG DME TOT�L UNIT REPDXT <br /> _MARItING _ DeYS _ NUMBEH _ iFCEIVEO TESTfC _ LOAO•POUNOS 10�0• P_S.I. NO. <br /> I 113 A 7 10735 12/29 1/4 72,000 2550 119 A <br /> � 113 B 2: 1073G 1;25 �4 i.� . <br /> I 113 C 2& 10737 1/25 <br /> J.^.� '� <br /> ,,r ; <br /> � I .�.'j j• , <br /> ;, <br /> --- —I <br /> , �., <br /> �- - -- -- --- -___ _ - - � .. . <br /> � �� <br /> Day fefts prev�ously report�d J%1 ` � -` <br /> Romo.ks:_cc 3 13oein�, _Gnt,r. & ConsLr.,� ALCn_; L_.r_r� (.1 mqils N: <br /> ----1_lil�i�;,_l?rpi,�--Cily o__E_v_er�LC--- - — <br /> _ ._---- --1 A::�oc._ S�uu_auu_Gra.�cl.-_-- --- <br /> --_ ._ __ ? `ir�Ltic -P'17- - ---- <br /> Respectfolly submitted, <br /> . PITTSBURGH TE�IN��RATORY <br /> "��' �.r':�,( f �. / � District Manaacr <br />