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OJQ��{FSiIMC pITTSBURGH TESTING LABORATORY For'^�o0t.a.sE <br /> 'y � `qe0 <br /> � + � c5iwo_ISN[o InBt <br /> '� 826 N,W. 49�h <br /> STREET., SEATTLE, WpSHINGTON 98107 <br /> �"y"r� � �'y +s � Muru�� nno.cctiow ro c�i�v.z rH�- ruv�ic • <br /> C 'y� ijy" nei s wrtrro �s rw� covno�rne� reor�n+r cr �n ouns,���.^ �ii p�ronrs <br /> 1fFq5qN���� ron nuoucouiq�ivou.s rcrovrs. cowo.usorus oa csrnncrs rpow °Ti�ona�nor� ���<<I�f� <br /> oR «.poi�� Ordcr No:" <br /> A IS Rf.SC�v[D p[NOI116 O 1� WNI1}[H A�rPpOV/�L <br /> Report No�' <br /> CONCRETE TEST REPORT Clicnt's No. <br /> Date Moulded_ S.-lj-.�� �jy� ` q � r/�' <br /> Reported 3"� I. �..�6 <br /> Projecf E�Emtt � E�r Marche Pzrkin� F'ac - es — <br /> A+ — _ --_ _E�orettt WaehinRton <br /> Co�rracror _ __ _?3�u�ii Conotruct3on Co, <br /> Reported ro_ __ __ _,'ormnn Jacobaoa <br /> Concrete Supplier__A_'.^,oCieCe3 Sttnd f< Gr�Fe1 -- <br /> Quantity Representedlz_ Cu. Yds. Specimens mode by U. Sa�30eDg ---� - <br /> Locafian of our � site 2 0�$��mitted�-�3-- <br /> p (per inlormation from 'ob• ) I'7a11 Li�;.e j5 pOpi A o 0 C eP. 0 0 �fl <br /> -._'�`�inc_P�C._r_,rcic — — <br /> Strength requirement_j('j�:�__ � � -- <br /> ___.___ psi at 28 days Mix Design No.: <br /> MATERIAL PROPORTIONS USED (Quantities per cubit yard of concrote) <br /> Cement._ _ 16s. __ 6_-- --,ba s T �. <br /> Fine Aggregafe (SSD 9 YP�=— ---- Brond_____ <br /> ) -- Ibs.� Sourcc__ <br /> Coarse Aggregate (SSD) Ibs. $ize___ TYpe: <br /> Coarse Aggregafc (SSD) —Source_____ Type: <br /> �6s. s;=a'.' — so�«� — <br /> Wufer Totol __ -- ype: <br /> Gals. ____ Gals./Sag; Actuol5lump��T �� <br /> Admixfure: Amoum _. Kind - <br /> Admixture: Amount . Kind <br /> Temperatures: Air -- -- - � - _ En}r. Air o <br /> �_`F Concrete__ "F Wcalher_"��-T-' �< �>URfly <br /> Mixing: Central Mix � Truck Mi�A ------- -- � <br /> Above dafa obtained from: PTL Inspection ❑ �ob Mix � <br /> '•❑ Projec} Engineer � Contractor � <br /> Concrete Supplier � Other � (Designate) ____ <br /> Cyls. delivered to laboratory by: PTL::� Contractor <br /> _- --.___ __ __ __ ❑ Engineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMpRESSIVE STRENGTH — <br /> _ Area 28.27 Sq. lns. <br /> r SPECIMEN lGE LHBOqATORY <br /> MARHING OATE �f���- pATF_ �—� <br /> DAYS NUMBER RECEIVED TOTAL UNIT I qEPORT <br /> i �_�__-- I— TESTFD �OpO-POUNDS LOAD-P.5.1. NO. <br /> 1 <br /> 7 A 7 57�1 -18-66 I�2z=66 <br /> 70z000 2480 8 et � <br /> � � B 28 5i62 _18-66 �1z�66 •',_9,�^0 :t2� '1.5 I <br /> I '� � z8 5763 ..18_66 �12m6G ,.A;��O e;.,� '1,5 ' <br /> I <br /> L__ <br /> -- _ i <br /> "'�' Day tests previously reported <br /> Remarks: ___ q¢ij-I�!OT4i117 a1�CObGOA �i- <br /> .,'. ..- __ _. <br /> —. . -- .- .-- �� ,n _ .,r n3�;��--- - .. - - - � - - . . _ . <br /> -- �_T�a]deh Constnct�on --- —_ — ----- — — _ <br /> ? P'i'L — <br /> i.1ID _—_--_— _._—_--_—__—_— — <br /> iR�d'. —__—_ _ — ._ _ _ . _ . __ —___ __ _—_— ._ <br /> � Respecffully su 'ffed,� <br /> PI'7 BURGH TESTING ABORATORY <br /> �.A-M.0 {�_ <br /> � Distr t anager <br />