Laserfiche WebLink
1 <br /> � <br /> � PITTS6.�RGH TESTING LABC, .tATORY F�aMoo��.a.,E <br /> •tusuanco ue� <br /> 7400�3RD AVENUE S..SEATTLE,WA 98108 <br /> �s e wvru�� rnorrcr��n ro cucw�y, t��� runuc nr�o ovnst�vas. n�� w�oonrs <br /> �no sosnnm .s mc cc�.mna�.i n«ovrw.. or curnrs. .r.o .�nwor.a.rrox Ordcr No. <br /> roe roeuuriorv or s*�rt.tvrs,conc�vsior�s on urwecrs inaM cm nmanoir�c SEA 4358 <br /> OUH p[PONTS IS IICSll1v�01'[NOING OIIN Wqli1(N .�eppOvnL <br /> CONCRETE TEST REPORT Reporr No. S B <br /> Dote Mou Ided__._`�zG�Bfi 3/7/86 <br /> Reporred---_----/��8-86 <br /> Project_ Applied TechnoloRy Training Center <br /> q�_ Edmonds Community College, Everett, WA <br /> Contrac�or The Koll Company – J.R. Abbott, Sub–Contractor <br /> Reponed �o_ See Below ----"- -- <br /> Concrere Supplie� Associated Sand�Gravel ---- <br /> Quanrity Represented 79 Cu. Yds, Specimens mode by___C_ Don hl+ans _ No, $ubmitted 3 <br /> Locarion ofpou�_ Slab on grade, fron lines C to E, betseen D.9 ano 9.4 <br /> $trength requiremmt_ 9000 _Psi at 28 doys � <br /> MATF.RIAL PRQPORTIONS USED (Qvantifirs per cu6ic yard of concre�e) MIX No.: <br /> Cement S55 Ibs._ e•� bags Type_ Stc�. _ grand <br /> �ine Aggregate (SSD) 2095 Ibs. $ourcc /a __ YP <br /> Coarse Aggregatc (SSD)—_ _Ibs. Size 3� Source T e: <br /> Coarse Aggregate ($SD) _16s. $ize Source Type: <br /> Wafer Tofal ZSOn Type; <br /> Gols. Gals./bag <br /> Admixture: Amount e8;: Kind _Flve=h <br /> Admixture( Amount 32 oz. _ Kind Po2zoltith 399N <br /> Abeve information obtuined from: PTL batching inspection � Project Engineer <br /> ❑ Contractor � <br /> Concrete Supplier � Other � (Designa}e) <br /> Entr. Air _ 4; Actual Slump � 3 9 ��, Tickat No.: 28637 <br /> Temperatures: Air 55 °F Concrete -`�9 °p Wemher Sunny d, CleaY ' <br /> Mixing: Central Miz � Truck Mix � Job Mix � <br /> Above $ite Informafion o6toined Frum: PTL Inspection � project Engineer � Contraclor [f <br /> Concrete $upplier (] Ofher � (Designate) <br /> Cyls. delivered to laboratory by: PTL � Contractor ❑ Engineer � Common Carrier ❑ � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH—� Area 28.27 Sq. Ins. <br /> SPECIMEN qpE I�BOR�TORY U�TE D4TE TOTFL UNIT <br /> M4FKING DAYS NUMBEH RECEIVEO TESTEO REPORT <br /> LOAO-POUNOS IORp• P.5.1. NO. <br /> 5 A 7 5953 I 2/27 3/5 106,900 37E10 �?� <br /> I5 B z8 5954 i 3/26 144,500 5110 5-6 <br /> I5 C 7.8 5955 3/26 144,000 5090 , 5—B <br /> � —=�-- -------- --- � I <br /> ._�Day fests previously reported <br /> Remorks:—lst 36 vards cold water used <br /> Balance i�ot zrater <br /> �1) IIT`DNC6 QTi"1M1Y OJ[I.�E, Attn: Dr. J�mis I�pst <br /> (1) hYXinley Arc}titects� Attn: &3rbara 1lirnes Respectfully submitted, <br /> �l� �' At�' �e ��^ PITTSBURGH TESTING LABORATORY <br /> (1) The Koll Ca��panY� Attn: L�n �)Lsen / /� <br /> (1) John F1ulce, Attn: Clay Busli / �i}(�'j�� <br /> (1) City of Evesett, Attn: lacr7• Cal7ahan --� � '� <br /> CDE/ets Seattle District Man��er <br /> /slm <br />