Laserfiche WebLink
_ _ . -- . . .. e�n tr 1.�� . . '- <br /> � PITTS6��GH TFSTING LABC '4TORY F��M o�o=.o.=E <br /> csuni,nw�v ue� <br /> 7400�3RU AVENUE S,SEATTLE.WA 98f08 <br /> •s n uurw� rwoncnou to ci�m+p ���� �.�:�i.�c �rvu o . n�� uiror+is <br /> •�a soe�irrio �s mt coH.mrn���� n..m•na� or cur�is� ��o���rno4a.rinN Order No. SEA 4358 <br /> ron roeuc�now or y+�unvns ro. �u.�nvs o. i..in.c+s i��w.. ce uicuruiuc <br /> OVN IICPONIS�5 NLSI,IIVLU'I I.�iO�Ny Otiv\'/NIt1fM AP(�POV�� <br /> CONCRETE TEST REPORT Report No. 4 A <br /> Dote Moulded__2_12=86 _ Reported___Z-21-86 <br /> Projecr Applied TechnoloRy Training_Center — <br /> q�_ Edmonds Community College, Everett,�l�A— -- <br /> Contracror The Koll Company - J.R. Abbot[, Sub-Contractor — <br /> Reported fo_ See Belov --'---' �-"— — <br /> Co�c�e�e Suppl�e. Associated Sand & Gravel ---'— <br /> Quantity Represented 11 Cu. Yds. $pecimens m,de by._._ C Evans _ Na. $ubmitted 3 ' <br /> Locationofpour Elevator pit foundation footin� at lines 3.5 and C.S; <br /> foundation footina aallsLline_ ji from_C.$ to-�line rom line to <br /> Strength requirement__ 40� `_Psi at 26 duys <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yord o4 contrete) MIX No.: <br /> Cemmt_��S Ibs._ 4_8 _bags TYP�—v1I_Brand <br /> Fine Aggregate (SSD) 1395 Ibs. $ource — <br /> Coarse Aggregate (SSD).�035 Ibz. Size TY�� <br /> - 3/li" Sovrce Type: <br /> Coorse Aggreyate (SSD) Ibs. Si�� . $ource_ <br /> Water Totol_ h�r 95 Ty�: <br /> G---a—n� Gals. Gals./bag <br /> Admixture: Amount �# Kind F�y Ash <br /> Admixture: Amount 32 oz Kind Pozzotith 344N <br /> Above�information obtained from; PTL ba�ching ins'xction �] Project Engineer � Contractor � <br /> Concrefe Supplier � Other ❑ (Designate) <br /> Enfr. Air n/a % Actual Slump 3 - 4 ��, Ticket No.: 28173 <br /> Temperetures: Air 44 °F Concrete 58 -62 °F Weathm_sunny <br /> Mixing; Centrol Mix [� Truck Mix ❑ Job Mix � <br /> A6ove $ite Information obt�ined from: PTL Inspection Q project Engineer [� Contraclor � <br /> Concrete $upplier ❑ Other �(Designate) <br /> Cyls. delivered fo loborafory by: PTL Q Contractor [� Engineer � Common Carrier [] � <br /> Cylinder Si:e 6 x 12 Inches GQMPRESSIVE STRENGTM Area 28.27 Sq. Ins. <br /> SPECiMEN �GE LABOR�TOHY OATE O�TE TOT�L UNIT REPOqT <br /> M�qNING D�VS NUMBER PECEtvEO TESTEO LO�D•POUNOS LO��• P,5.1. NO. <br /> 4 A 7 5267 2-13 2-19 112,300 3970 4-A <br /> 4 B 28 5268 3-12 <br /> 4 C 28 5269 3-12 <br /> — -- I <br /> _Dny tesis previously reported <br /> Remorks: <br /> (1) Y�t�lL6 �tMPll' OJIIFT,'E, Atrn: lk. Jmnis BApst <br /> (1) 1�h7Cinley ArrhiteCts, Attn: A�u'hera T1rnag Respectfully submitted, <br /> �l� �' At�' �� �� PITTSBURGH TESTING LABORATORY <br /> (1) 'Ihe Koll Car�pany, Attn: �n Olsen �i/`''_" <br /> (1) John Fluke, Attn: Clay &ish <br /> (1) City of Everett, Attn: Gsrry Callahan Seattle District Pianager <br /> slm <br />