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e���zs""�� PITTSBURGH TESTING LABORATORY � � <br /> � 54BO <br /> 0J � � y cs�nousnm ma� <br /> �. iL <br /> z o 826 N.W. 49ih STREET.. SEATTLE, WASHINGTON 98107 <br /> � ` :° �s n mutw� reormnon ro cucn+s. •�c �un �ao nuns�:ivcs. �. a�rom� <br /> �,y'� e�y �nc s�evi�•m ea rHc conriorv.u� nnorrn�r��o -ur��s. noH.�v*��onixnn�,� Qru�cr No. �;«�tt:fa7 <br /> i e ron roai�u*iow or sie*cwcnts. conuvsious on r ' ^ A«^"°'^° <br /> C��{ Y� P � �' OVM NCPONTS IS �lCSCPV[�i`F.�.'�IM4 OVl1 W�IT�[N�/�r'I.qUV�i. <br /> ��Rsano��� Report No. 1j. <br /> CONCRETE TEST REPORT Client's No. <br /> i <br /> Date Moulded_ __ 3(�'=�.�uf.]_. _._.— Reported_� --- ------ <br /> Project ----B�-Hs'.^.1.e_Ps:a[3s.�'y ------ -- . <br /> At - -- ------�vareLCs-1i�F+hinSLaa - ----- --- <br /> Contractor —--_I��Ll�l GDt�$�—-. - . -� - �---- - <br /> Reported to ---I`n3'g�+II-d[.COI]�r3 --- — -- -- - ---- <br /> Concrete Supplier A�trto._S:.Ld-&Qr3yRl- - - _ - -- -_. - - -- <br /> Quantity RepreseMed_`�]._- Cu. Yds. Specimens made by_$'yL�+i$BT�--- _ . No. $ubmitted_�.__ <br /> Location o� pour (per information from job-site)_.IIOP'�1 8II(�-:a03�1 CC:1'AT-8i`,Z'1FW-DY-�J1a.-�QOL'�-&�6b�tDC� <br /> u13.�.�.�1�1�'�ir.-n 77 ti0 �J-�O. Pir.i�hrtrl.]iCj,(yh7: . - . _ _ ._- _— __ - <br /> Sirengih requirement_—_�j9� psi at 28 days Mi< Design No.: _. -.- -- <br /> -__ __.. _ _ _-__ —_ <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yard o(concrete) <br /> CemcM__ Ibs. __6 bags Type 3-Brond <br /> Fine Aggregate (SSD) _ Ibs. Source Type:_ <br /> Coarse Aggregate (SSD) Ibs. Size_�—__Source_— - -_ .---_ Type:_._ _ <br /> Coarse Aggregafe (SSD)_ . Ibs. Size _Source _ Type: _ <br /> Water Total __- Gals. _ _Gals./ba Actual Slum .�f, In. <br /> 9; P___—"-�- <br /> Admixture: Amount�-�i���.Z — Kind_�rITSbE_t�.E+D VBL�--�---- <br /> Admizture: Amou�it_�j�_��'-�---- Kind_ _ �CE:.._.- -- _ . --- En�r. Air °�o <br /> Temperatures: Air_ __`F Concrete `F Weather__ _- . . ------------ — <br /> Mizing: Ceniral Mix ❑ Truck Mix [� .lob Miz � <br /> Above dafa obtained from: PTL Inspedion `�i'] Project Engineer � Contwdor ❑ <br /> Concrete5upplier ❑ Other ❑ !Designate)_. --------- <br /> Cyls. delivered to labo�atory by: PTL � Contrador ❑ Engineer ❑ Common Carrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> ' SPECIMEN AOE � �AB�QATORY �ATE ONTE TOTAL VNIT REPORT <br /> RECEIVE� TESTEfJ LORO-POUNOS LOAO-P.5.1. NO. <br /> MPRNINO ORY9 NUMBEA __ —— <br /> 1-- — <br /> ic� � 7 9;7.6 � 1or1't io�17 93,Q� 32°a 31 <br /> 7.9 a z3 4'+27 I� 1a i�. l:t 7 <br /> a9 c z� �►�.8 �� zo�u u�7 <br /> i � <br /> I , _ . <br /> Day tes}s previously repoMed <br /> Remarks: _�T3-iJbTlL+37�J3�3B�---- ------ <br /> ----5'aLtpY�03'�ldc3. -- -- <br /> — 2-t3.�t.�rouc�. -- -- --—-- <br /> _ _- _. G� .— ____—__ _— . '"_ _ ._ ___ --- <br /> � - :'r-�-------- ----�------- ---- — <br /> Respedfully submi ed, <br /> PIT738URGH TESTING ORATORY <br /> � <br /> � <br /> �isiric�nager <br />