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I I 1 <br /> ' <br /> 1 <br /> ��`;�;�a PITTSBURGH TESTING LAF30RATORY F�AM .� =.� __ <br /> JP`,r .:O' •n�su��m �u� <br /> �m: v ':a 826 N.W. 49�h STREET., SEATTLE, WASHINGTON 98107 <br /> o i <br /> u � w�rtu�� oaoncnov ra c���r�+•. .we ��euc �Ho o�iAsn�c• •u �«oen ��det No. SE 9972 <br /> ��r ��1 ue evnuirtm �e n�� cowm�nnu �nornn nr cu�nrs. •r�o wnmwix�nor� <br /> h �ON IVlIIC�Li(1N �1! ]L�iINIMtf COHf.LVS�JHf �1P LIiR�Ci! fFOM OI� R[G�IIDIM6 <br /> �!��C •l�,`1r OVM P[I�OPib�!P[9[I�V[D 1'fNpiNO OUR W111fT[N ���PAV�L <br /> Ffqs�xo��' Reporf No. 82 B <br /> CONCRETE TEST REPORT ' <br /> Client's No.D—A04419-0900 <br /> Date Moulded—__�.1-17-Z9 — Reported 11-29-7.Ek-- 12-19-78____ _ <br /> P.oi«� --Boeinc�EveretY.�acility�uilslir..�s99-�2l�3__ <br /> Ar �vErett__ W.o�_8�5282�_14S1�E5014 --- <br /> Co�rra�ro�--.She�lustilSomp�ny — <br /> Reported ro--__�e8�3elflw_— - <br /> Concrete Supplier �SSOCl'r.lt2C�__SdII(�—S--Grd.Y_Q�.-- <br /> OuoMity Represe�rted _$�`_Cu. Yds. $pecimens made by—�L_�-tettQX—_ No. 5ubmitted�_ <br /> Locar�on of Po�r_ _Tunnel slab�ine�13_. 5 to 1_ine_#1_4.5 _ _ <br /> Sfrengfh requi�em�r 1 4_OQQ —psi at 20 days <br /> MATERIAL PROPORTIONS USED (Quontities p�r eubic yard ef concrate) MIX Ne.:_r'�a=� �' <br /> Cement—_.S6_9—Ibs. 6 bags Typa_ g�e�� <br /> Fine Aggregate ($$D)----13Q9— Ibs, $ource — TY�° <br /> Coarse Aggregate (SSDl ..19_Ob--Ibs. �ize��4" $ource— Type; <br /> Coarse Aggiegote fSSD)_ 16s. Siz� $ource_— TYP°� <br /> Wate� Total--- 250�1L@� ��._—. — Gols.ibag <br /> Admixture: Amount .—.—IZ_oZ,— Kind —_P9-�Z411�tL149II�L -- <br /> Admixture: Amount_ _ Kind ___H�gl'L_��L'��P4.Z_Z4�]..�11_ <br /> Above information obtained from: PTL batching inspection ❑ Prolect Engineer � Contractor � <br /> Conerero $upplier ❑ Other ❑ (Deeignate)__ <br /> Enn. Air _ 4 e Actual Slump__9.�L ��• Ticket No.: �$19� 'Ck. #061 <br /> Temperatures: Air __ 50 'F Concrere . 57 `F Weather Qyi'_SO�t <br /> Mixing: Central Mi■ ❑ Truck Mix ❑ Job Mix ❑ <br /> Above 5'te Information o6tained frem: PTL Inspection �j] Project Engineer ❑ Contractor ❑ <br /> Concrete Suppl�ar ❑ Other ❑ (Uesignate)_ <br /> Cyls. delivered fo laboratory by: PTL � Contractor ❑ Engineer ❑ Common Carrie� � <br /> —`-__----- ----�—�----�- ----..— _. __ ---_-�` — <br /> Cylinder Sixe 6 x 12 Inclies COMPRESSIVE STRENGTH Araa 28.27 Sq. Ins. <br /> SPECIMEN �OF L�BOR�fORY O�TE� ��TE I TO��L UNIT ANO��T <br /> M1qNIN0 O�YS NUMBEN RECEIVEO �ESTEO IOAp-POUNOS LO�O • P.5.1. — <br /> - - 1 - � � <br /> 76 A 10 * 9705 � 11-18 I 11-27 132,00 4670 * I 82 A I <br /> 76 g 28 I 9706 II � 12-15 146,000 5240 � A2 BI <br /> � � � <br /> 76 C 28 I 9707 I 12-15 154,500 5460 82 B ! <br /> I I I n � n �� � ' �__�1_— <br /> �---- --� — - - -- R — <br /> • . 10* Day lesls previously roporeed i ` ��'1� <br /> Remark�: cc: 3_j30e].IIg_�qr & ona /�t�.;�.ar�.y�1P.mPn G . <br /> 1 '��Anatin ('n /Attn• i PPtarsnn ��`� <br /> 7 Nlrin T1ant ��.t�7 C]f F�rPYath _�_ ' . : � i:.iSG� � <br /> 1 Acanr_ SanA & rravol ------�.5-��'�� <br /> � <br /> _ SPatt a PT� -- <br /> Respectfully submifnid, <br /> PITTSHURGH Tk Sl'IN I.ABORATORY <br /> '�+j ��� <br /> ld Sed��E � District onager <br />