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�e��.`55T—'"`��ao pITTSBURGH TESTING LABO4�ATORY - - � <br /> 6 r. � .9 csrnnusvco me� rv 'r` � ..... .sr. <br /> ' =0 826 N.W. 49th STREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> � <br /> �] 1 MVTU�I 1�I�GTICTION TO CLIf.:ai5. THC f'114LIC /. 0 OIIRS[L\C5. /. :nia <br /> f.y�.� a Vy /�qE SUBMILTCO Af iNC CONIIOI.NTI�L �POI`[RLY VI c.11[N19. •NO �l�i ni}nli�N O(dC� �O. \:�:i �� <br /> C 4� q 5� y �OP PU�IICI.TIOX Oi SiATCMCN}S. COMCL115�OM5 OR �YTPICT3 fNOM 4P1P[�.nnGlNl- <br /> H��q5AN0���� OIIN NEPOPTS IS NCSCPVCO 1'CNOING LIIN WRITIEN �VVROVA�. <br /> Report No. � <br /> CONCRETE TEST REPORT Client's No. <br /> DateMoulded�'8^ES ____._ Repoited_ 9"^�?'"�` __.—___ <br /> Project __ _ P�n t4nu^.^.he Feix�iti�_FciC17.iElen _ <br /> Ar ilvext�tt� SJp��hinaCori <br /> Contractor __ F.�:��}t_COIIB_t..t-�Oe -- .------- <br /> Reported to__ NOI'0�t3 JQGOb60A __ <br /> _ ..__ .— - — __ .._— <br /> Concrete Supplier AIieOC39i%03 S�tid_011Q_(3r6YQ1__ __ _ <br /> Quantity Represented�_ Cu. Yds. Specimens made by. _._ .a. �db9l'$____ __ No. Submitted�__ <br /> Location of pour (per information from job•sitc) . TE9q B J. aIId_oII9.B 6 p.7o-�CArit__�8A1Z0 <br /> $trengih requirement ___,!� . -. _ _ _ psi at 28 days Mix Design No.: _ ___ ____ ___ _ <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yord of conerete) <br /> Cement_ ___ Ibs..__ �i�_.__bags Typc._ _ �Z�-_ Brand . _ <br /> Fine Aggregate ($$D) . _. . _ Ibs. Source—.-_---- — _--- -. TYP�'-- <br /> Coarse Aggregatc ($SD).—. Ibs. $ize____- $ource __ .--_ Type:__ <br /> Coarse Aggregate (SSD) — Ibs. Sixe—��� $ource__----_—_ Ty e: _ <br /> Water Total __. _ ._ Gals. _ _ _ Galsibag; Actual Slump � In. <br /> Admixturc: Amaunt_ �_nZ�C�[�____ _ Kind D8l8x <br /> Admixturc: Amount lb� _' B�C• Kind__. _ Q07%A�t%$ . . En1i. Air_ ____ °o <br /> Temperatures: Air__ 'F Concrefe__. °F Weather_�t-'��Y. CZ� _ _ _ _ _. <br /> Mixing: Cenfral Mix � Truck Mix � .lob Mix ❑ <br /> Above data obtained (wm: PTL Inspection �7 Projeci Engineer [] CoMrador � <br /> Concrete Supplier ❑ �iher �,,� (Designate) - - _ <br /> Cyls, dclivered fo laboratory by: PTL � Comractor � Enginecr � Common Carricr � <br /> Cylindcr $ize 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> SPECIMEN � 4GE L/BOFATORY � DI.TF DFif TOTRL UNIT REPORT� <br /> �� MRRftING DRYS •�JMBER AECEIVEO TESTED LOAO—POUNpS LOAp—P.5.1. N0. <br /> __I_ — <br /> 9 A 6 72t►5 I 9•12-66 9-14-66 100e5� 359� 7� <br /> g D 7 7246 i 9-12-66 9-15�66 1110000 3934 u � <br /> I 9 � 7 ?247 9-+18-66 4-15�- - 1a7o5� I � u' <br /> — � I <br /> Day testz previously reported <br /> Remarks: COl 3�M'�O�IIJBCO�b80II�_rTTe__ _ . ___ _ <br /> ___'_ 1'•$1iD�• O= $Zd1�8�_ _ ___ _ '_ - <br /> --- -- - — --2-Du�t Constnmticn — - <br /> �,.r;r <br /> � — <br /> Respectfully submifted, <br /> PITTSBURGH TESTING LA RATORY <br /> � ` <br /> LA-4.�,p <br /> istnct f ager <br />