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� <br /> T� PITTS6.�RGH TESTING LABC..lATORY �ORM0003-B.f[ <br /> LJ nu��uwto un <br /> C7400•3RD AVENUE 5.,SEATTIE.WA 98108 <br /> n � Nurw� aqotiniov ro tt�cery, r�� rueuc �r.o oanat�vu. .�� er�o�rs <br /> •nc eueh�rTm es na con.iau�n�� �Aorc+n a- cuc�rs. ��o .ur�oniz+rwr. Order No. SEA 4358 <br /> f0111�VlLIC�T�ON Of yi�TCM[NTS, COHCLVSIONS 09 [[TR��TS tNOM 011 PCGAl101NC <br /> OVR flCP0111316 PCSEIIV[O 1�[HOING OVR W111Ti[N APIROV.�L. <br /> , CONCRETE TEST REPORT Report No. 8 B <br /> Dote Moulded__._4/_3,�9fi__ Reported_4/I1/86 5-2-36 <br /> Project Applied T�echnolo�y� Training Center <br /> qt_ Edmonds ommC unity (,lege, v� erett, WA <br /> Contracro� The Koll ComPany___J,R_ Abbott,_Sub—Contractor <br /> Reported to__ See ISelow <br /> Co�crere SopPl�e._Associated Sand_&_Gravel — <br /> Quanfity Represenfed.=Q._Cu. Yds. Specimenz m:de ny. J._PIe=s12�_ _ No. Submitted 3 ' <br /> Location oF pcur E3st half of 2nd flooc slab_._,________ _ <br /> $irength requirement. 9000 __psi at 28 duys <br /> ' _—_-- <br /> ; MATERUL PROPORTIONS IJSED (4vantiries per cubie yard of ca.cretel MIX No.: <br /> � Cement_��_Ibs._ 6 bo3s Type_ _ Brand <br /> � Fine Aggrego:e {SSD). 1323 ibs. Source TY�: <br /> Coarse Aggregate (5SD)�.�07 Ibs. Size�q°_Source Type: <br /> Coarse Aggregate (SSD)___Ibs. $ize Source 7y�; <br /> Wafer Total Gals. Gals./bag <br /> Admixture: Amount 9 0 . Kind �4�Zolith 322N <br /> Admizture: Amoun� _ Kind_ <br /> Above inFormation obtained from: PTL batching inspecfion � project Engineer ❑ Coniractor � <br /> Concrete $�pplier � Other ❑ (Designate) <br /> Entr. Air % Actual Slump i _ �n. Ticket No.: 3046( <br /> Temperatures: Air 4� �P Concrete 70 `F Weather_OVeCcast � <br /> Mixing: Central M�x � Truck Mix ❑ Job Mix ❑ <br /> Above Site Informetion obtained From: PTL Inspe�lion � Project En�ineer � Contraclur ❑ <br /> Concre;e Supplier ❑ Otbcr i� (Designate)_ <br /> Cyls. delivered to Inboratory by: PTL I�—] Contractor G Engineer � Common Carrier � <br /> --_—_ <br />