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i <br /> � ''� PITTSE3URGH TE5TING LABORATOtlY ��'�� �:�_ �� �� <br /> ��p:�i..�90 <br /> 1 j [�fA�LI�M[O 1��1 <br /> �' 816 N.W. a9�1� STREET., SEATTLE, wpSHINGTON 98107 <br /> : <br /> +�� u � �o�uu rworrc��ov ro r.uvrte ��i �e no a��Aarir�� .0 vvonts <br /> 1^.��:,� :"`� � s��ewirrm �s ���r <��rm�.r�n.� .wi�P��.i�`�,� ��;�nnn. .eo .�nwnu.rmw Qrder No. SE y9�2 <br /> � �C�"'� �n� �ueuc�nr� ��r sr�nu�pi� cor�uusmne on n�ve rwou nn rrm�no�wo <br /> i \,ffq5nN0���� "�� "��on*e ie xrscwv�o rrr.o�nr, ouq wn�ittro .�rvov�� <br /> Reporr No. 806 <br /> CONCRETE TEST REPORT � <br /> Clienr's NoA–A04419-0900 <br /> Dare Mould�d—.___ 11-14-78.____— Reported —1.1-22-78*__12�3-J� <br /> Project_._ UoQ��EyS�raC.�Lacility_Maj.Qr_Assemb_l�a_ui�ldin��232.[�3 <br /> A� __ EVQr.ett_ _--- W�O,$F42$2_6�00-88f019 _ <br /> Contractor The_.1us�1(1�ompltpy _____ _ <br /> Reporred to_ SEe��1Qw_ _ <br /> Concrete Supplier�1@tl9S��_�..�II.(1 6 GZav�J,_ _ <br /> Ouantity Reoresenled �L Cu. Yds. $pecimens maJe by��S��ter No. Submilted�— <br /> Locarion o( pour Tunnel ramo slab north oE line ;117.0 on "F" line. __ <br /> Sfrenglh �equirement _—.__+000_ _psi at �8 doys , <br /> MATERIAL PROPORTIONS USED (Ouantities per cubic yard oF concrate) MIX No.: Glase E <br /> Cemenr 564 16s. 6 bags Type Brand_ <br /> Fin.• Aggregate ISSD)___1300 Ibs. Source ____-- Type: _ <br /> Coarse Aggregore ISSD) _.1�0 Ibs. Size _3/4" $ource . Type: _ <br /> Coars� Aggregate ($$D) Ibs. $ize $ource Type: <br /> NororTofal _ 250 lba. ggp�, 41.66 lba. �p�{g,:bay ;aot `da[er <br /> Admixture: Amount 17 oz. K��d Pozzolith 300N _ <br /> ,4dmixture: Amaunt___ ___ Kind <br /> Above information obtained (rom: PTL balching inspection ❑ Projecf Engineer � Conhacfor � <br /> Concrete $upFlier � Other ❑ (Designate) _ _ <br /> Entr. Air o Actuol Slump 5 In. Ticket No.: _ 207905 Tk, ri074 <br /> Temperatures: Air i8 -F Concrere _� G2 _�F Weather _ CI.eaC <br /> Mixing: Cenfral Mix I,� T�uck Mix ,� 1ob Mix � <br /> A6ove Site Information obtained from: PTL Insoection iR_] Project Engineer � Contracror � <br /> Concrote $upplier � Olhrr � (Drsignate�l—__ <br /> Cyls. delivered to labaratary by: PTL � Cuntractor ❑ Engineer � Common Cnrrier ❑ <br /> --� - �- - ____.- ---- - �-_.._ .���a�--r_—n <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTM Area 28.27 Sq. Ins. <br /> SPFCIMEN �GE � Lr1BOR�10PY ULTE '��TE TOT�I UNI� FEPORT <br /> ���R+irvG_ o�YS I 'NM9ER RECEIVED iF.STEn L<J1p•POUND! LO�O • P.S.I. NO. <br /> 74 A i 7*I 9576 I 11-1; 11-21 L1fi,500 4120* i 80 A ' <br /> 74 B li 28 � 9577 I 12-12 I 169,000 5980 � 80 [� i <br /> 14 C ' ?8 9578 I � 12-12 ; 147,500 I 5220 � 80 B ! <br /> I I I i <br /> --- ---- -�- -"`� - <br /> • 7* Day ta�t� prwiously reoorted � �� 1� ._7 - � �� `� <br /> Ramark.: cc: 3�p�iAE EnYr. 6�pnst./t1CtII;_I.arSy_�lEmcnts UU � <br /> �, . _. <br /> 1 The .\ufiC1n Cn./Attn: .i. Petprc�n '�IE� 1��Q�,__ <br /> 1 91d¢_�E��� ('i�y nf Fv rn[t _ <br /> � SPAYYIP �rT. . �lTY 9F ;-','-�...�_�� <br /> 1 .lssos.._Sand���raveL- ---- --��. . <br /> � <br /> Respect(ully �ubmirted, <br /> PITTSBURGM TESTING LABORATCRY <br /> � <br /> ��� �__ <br /> 1a � 5eaC[1 ietn;:i'191ana�et <br />