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J���" ' : PITTSBURGH TESTING LABORATORY <br /> � �� �'o FOMMOOOS�B-SE <br /> `0�i �:�9 [�tuwwm �m <br /> ' G <br /> . • '%o B26 N.W. d9ih STREET., SEATfLE, WASMINGTON 98107 <br /> 6 t � <br /> .� � rurw� r+or�cnoH to cu[w». t�r �o���c �No ouwe�un •i� n[�ae.• � 9972 <br /> �^,�^�� ���N ��c sa��rtrto +� n�� conrio:nru� �eo�ren nr c�n.nrs •wo +urwosix�now Order No. <br /> C '� �b •n�euuuc�non or sr�ttw[r�n. rnhumioee m nrn¢te r�ch oe nm�noir�a <br /> y e .�"��1� ooe ne�oen n wnrevto rrr�oino oue wnrtRM ���nov�� <br /> �fpSAMO�N� Report No. IIS A <br /> CONCRETE TEST REF9RT <br /> Client's NoD-A04419-0900 <br /> Daro Moulded.__ 11-21-78 _. —_ ReporredlL-29-78 -- <br /> Prajen Bc�+in� Ft�nratt Farilit� rt��i�_ riin�c 40�2/3i._W�iB-E6282_�100_886019 <br /> q�_ Fy�tt,��4aahinrttnn <br /> Cuntractor z�A�t�-[]t_r•C�dRY <br /> Reported ro— SE£_ Be14nL_ <br /> Concrefe Supplier�559�J-d��dI1C1_S GtdVQ� <br /> Quantity Represented _�Cu. Yds. Specimens made by—Di�t�t�P�_ No. $ubmined�— <br /> Lowtion of pour Tunnel Wd115 a[1�In�it7�lAOr Sleb betweE[1�12.0 and #12.�_ __ _ <br /> Strength requirement __.---490�___—psi at 28 doys <br /> MATERIAL PROPORTIONS USED (Ouontities par cuble yard oF eoncr���) MIX No.:_C1d.S�_ <br /> Cement__�`.54—_Ibs._ 6 bags Type Brand <br /> Fine Aggregoro ($SD)—139�— Ibs. $ource_— TYPa�- <br /> Covse Aggregate (SSD�-1�9—�bs. $ize__�3 ° —$ource Typa: <br /> Coarse Aggregate (SSD)_ Ibs. $ize_ —Source Type:__ _ <br /> d'ater Teml _ �.550 lbs. �. Gals.;bag <br /> Admizture: Amount_ 1� �Z• Kind _ POZZO�,ltll 300N _ <br /> Admizture: Amount_ Kind Hlch E3rlY P022011th <br /> Above inFormafion obtained from: PTL batching inspeclion ❑ Project Engineer � Contractor ❑ <br /> Concrete Supplier ❑ Othe� ❑ (Designate)_. _ <br /> Entr. Air 4k °o Acfuol5lump__-5� In. Ticket No.: 90R7R1 Tk_fl777 <br /> Temperatures: Air _�4— r Concrete 51 �F Weathn __C1P�* <br /> Nixing: Cenhal Mix ❑ �ruck Miz ❑ Jab Mix ❑ <br /> Above $ite In(ormation obtained from: PTL Inspection [� Projecl Engineer � :.ontratto� ❑ <br /> Concrete Suoplier ❑ Other ❑(Designate)_ <br /> Cyls. delivered to laborato�y by: PTL �] Contractor ❑ Engineer ❑ Common Carrier ❑ <br /> —._ ------------ ----- -- __ .. - -- ---- ---- "� <br /> Cylinder Size 6 x 12 I- ches COMPRESSIVE STRENGTH Arec 28.27 Sq. Ins. <br /> :vFC1A1FN �UE � L�BOR4TORY ��TE �4TE TOT�L UNIT REPORT <br /> •nRRNING ClAYS '�UMPEF �_QECEIVFO TESTEO LO�D•POUNO! LO�D• P.5.1. NO. <br /> —I <br /> I I I <br /> '9 A 7 I 9767 � 11-22 � 11-28 � 110,500 3910 BS A ! <br /> 79 B � 28 � 9768 i , 12-19 � <br /> I <br /> 79 C I 28 I 9769 � �� 12-19 I <br /> i <br /> i i <br /> Day Hs1s pnviously reported <br /> Remarka:�—?--Prning�7m-, F, ('nnct�iAhrn_�Tarrv fl�manta <br /> 1 'iM1+a Aictin Ch_i7+�t T Patorann <br /> 1 Fil Ag M�lh �Sit�/ nf � ht <br /> _ 1 acrr SanA [ f'raval C^ � Tnr <br /> 2 SpaYtla PTT. _ . <br /> � Respectfully �ubmitteo� <br /> PITTSBURGH TE571N ABORATORY <br /> � ���.� <br /> la Seatt� D�sirict Manager <br />