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i .� � � � , <br /> a��;`�""`�rm PITTSBURGH TESTING LABORATORY °an'" oanbn.eE <br /> /cmjJ `\�� t�u�u�wm un <br /> �� ` ''a 826 H.W. d9th STREET., SEATTLE, WASHIHGTON 98107 <br /> 6 • � u � Mu�v�� .norrcnow ro cu�r�n. r�r �ueuc �no oveauv[+. •u nvaere <br /> ^��; ���� +ne eo���rtro �a rav r.oMrio��n�� ��o��+rv a r.u�.p» •Nu �ur�o+ii�riov ��del No. <br /> C4 �� a�"��t��y ren nieuc�non or n�tturw.s coec�oemu� o+ r�n.cre �waM on em�eoina SE 9972 <br /> FFASINO��t oux nvo�n u nu�evm rewoiea oun wninrr� �rr�oru <br /> Report No. g3 B <br /> CONCRETE TEST REFORT <br /> Clienr's No.D-A04419-0900 <br /> Dote Moulded—_1L.-LZ_7_8--- —_ Reported _11e28-7B_*.12=19-Z8_ _______ <br /> Projecr ___Hpfllil{j��rert_�'�cility_..Bui1Lli.Rqs_44-.�2L33 —_- -- <br /> A� �izesatt-- —__W_._9��Efz2Q2-�194�85919 <br /> Contractor_ Thn Al15tlIL.�0I11(].d[1}(__ __ <br /> Reporred ro___�He�C1oVL—_ __. __ <br /> Concrete Supplier_BSSDC1d�E�:idIIC�_S__SiLdSLfll—_—___ <br /> Ouontity Represented_�5_Cu. Yds. Specimens made by—D._$tettOY _ No. $ubmitfed_�._ <br /> Locafion of pour Tunnel walls and floo�lab__between#_11. 5__and #12. 0 <br /> $Irength requirement 4QQS�_ psi at 28 days <br /> MATERIAL PROPORTIONS USED (Quan�itia� per cubie yard of :oncret�) M!X No.:�1d5�_F` <br /> Cement._554—Ibs._F bags Type_ Brand __ <br /> Fine Aggregote (SSD)_1�Q-_ Ibs. Source Type: __ <br /> Caarse Aggregate (SSD)14.0.� Ibs. $i:e 3i.�_Source Type: <br /> Coarse Aggregate (SSD)— Ibs. Si:e —_.__$ource Type:_ <br /> 'Narer Toml ___250__lbs. G.4,_ Gals.ibag <br /> Admixturr. 4moun� ___�7 4��_—_— Kind P02_ZOlith 300N <br /> Admix�ure: Amount Kind High Earl�Pozzolith _ <br /> Above information obtained (rom: PTL batchi�g inspection � Project Engineer � Cont�actor � <br /> Concrete $upplier ❑ Olher ❑ (Designate) _ <br /> Entr. Air_ ]!�_ o Actuol5lump__Z�LIn. TickefNo.: _�f0�$�TL,J�Qjl <br /> Temperatures: Air 47 "F Concrete _(1_�F Weather _��QgS1�_ <br /> Mixing: Ceitral Mix � Truck Mic � lob Mix � <br /> Above Sile In�amation obmined from: PTL Inspection ❑ Project Engineer � Contractor ❑ <br /> ConcreteSupplier � Olher � (Designate)_____ <br /> Cyls, d4live�ed to la6oratory by: PTL � Comracto� � Engineer ❑ Common Cmrier � <br /> --�__'-- - .. _. .-- - -� - <br /> ---_— _._ . _ - -� -- --.. _ . _ ._._.__ .��- <br /> Cylinder Size 6 z 12 Inches COMPRESSIVE STRENGTH Aree 28.27 Sq. Ins. <br /> i 5`?qCµMCN — ��a; L,NUMDERRr RECEIVEO _ TESTEO LO�O•PUUNO! IO�ON'P.5.1. I A^OORt � <br /> I <br /> 77 F� 10* 9708 11-18 11-27 123,00 4350 * 83 A I <br /> 77 B 28 9709 12-15 158,000 5590 83 B � <br /> 77 C 28 I 9710 12-15 152,000 5380 83 8 � <br /> I � ' <br /> � I . <br /> � -- — <br /> '� � ' 10* <br /> � � :� —Doy fesfs praviously reported <br /> Remurks: C�`� '' �4�L1$�'+I1�L.�!'III1S.t_.1Attn.;- Lax'X.y__�_lements <br /> _1 Stl�c'o.f�lttn:�_ P�rPrGon _ <br /> (`�, • '�,, t n ��pr_ , r; ry �f rv�srrt <br /> + c_ Sanr] F, Cr3y�(,�_ � II1C. <br /> ��, �� ��J Caatflp pTT. — <br /> -n--Z'T.,� —_ <br /> ��� �; ���TJ- Respectfullysubmitted, <br /> `^�1. PITTSBURGH T[S71NG LABOHATORY <br /> la SeF� -` �strict anager <br />