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2333 SEAWAY BLVD 2018-01-01 MF Import
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2333 SEAWAY BLVD 2018-01-01 MF Import
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Last modified
7/3/2019 2:24:41 PM
Creation date
3/9/2017 5:05:58 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
2333
Imported From Microfiche
Yes
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PITTS6�RGH TESTING LAB�..tATORY F��� •��_.•.•� <br /> � n�uu�•m uu <br /> 7400•3RD AVENUE S.SEATTLE.WA 9BIOB <br /> .s � uut�.� �eo.¢no.. ro c�rt��s. t�i we��c .no av�suvis. .0 �voas <br /> �.c sv�.�.�m .s r�c co�noc�r�•� ..oro.r. or cuaets. •�o .�r�o.�:.no� O�d�r No. SE:1 G358 <br /> ro� �e�uurm«or s*.rc.ons co�civs�o+s o+ ur+.cis �+ow cn �cc..orwe <br /> w� sc.osn n euin.co rcr.o�..c ov+ w.iricn u�eove�. <br /> Report No. 7A <br /> CONCRETE TEST REPORT <br /> Dnrc Moulded_ 4�Z�s6 Repo�red �/10/t36 <br /> Project A '_ied Technolo Trainin Center <br /> p�__ Edmonds ommunity College, Everett, WA <br /> Co�frocror =!�e Koll Company — J.R. Abbott, Sub—Contractor <br /> Reporred �o_ �ee Belav <br /> Cancre�e Supplie� Associated Sand & Gravel <br /> Quantity Represeifed 117 Cu. Yds. $pecimenz mcde by J. Presslev No. $ubmitfed 3 ' <br /> Loco+�on of po,� ['.est 1/2 o_2nd floor slab and cest stairs <br /> $trcngth reGuirer.ent �OL'� psi m 28 days <br /> MATERIAL PP.OPORTIONS USED (Gvantities per cu6ic yard of concrete) MIX No.: <br /> Cement 564 Ibs. 6 bags Type Brond <br /> Fine Aggreg�te (SSD) 1��3 'Ibs. Sourte Type: <br /> Coarse Aggregate (5�7) 1°�� Ibs. $ize - Source Type; <br /> Coarse Aggregote ($$D) Ibs. $ixe $ource Type: <br /> Water Total_ Gols. Galz./bog � <br /> Admixture: Amount 2`� �" Kind Po22011th� 322N <br /> Admixfure: Amount 1�2 oZ• �(��d :'OZZOlith 555A <br /> Above inFormatian obtained fram: PTL botching inspection � Project Enginer.r � Contractor � <br /> . . Concrote $upplier �f Other ❑ (Designate) <br /> Entr. Air % Actuol Slump 4: In. Ticket No.: 30391 <br /> Temperatures: Air 50 `F Concrete 58 `F Weather OvetCdst � <br /> Mixing: Centrol Mix � Truck Mix ❑ Job Mix ❑ <br /> Above $ite Infornation obtained from: PTL Inspection Q Project Engineer � Controctor ❑ <br /> Concrete Supplier � Other ❑ (Designate) <br /> Cyls. delivered to laboratory by: PTL Q Contractor ❑ Engi�eer � Comman Carrier ❑ <br /> Cylinder Size 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN ♦GE L�BOH�TOPY O�TE O�TE TOT�I UNIT I REPORi <br /> M�ql(ING OAYS NUMBEH RECEIVEO TESTEO L040-POUNOS LO��• P.5.1. NO. <br /> I <br /> 7 A 7 6498 ( 9/9 � �/9 114,000 4210 7A <br /> i <br /> 7 E 28 0499 I � 4/30 � <br /> � i � <br /> 7 C 2E 8500 i � 4/'�0 I � <br /> I ; I <br /> I i � , <br /> Day tesls previously reported <br /> Remorks: <br /> (i) ��cs aQru��n aoU�e, Attn: Ih. J�nnis Pepst <br /> (1) htRinley Architects� Attn: �rbzra lhrnes Respectfully submitted, <br /> (1) KPFF, Attn: Ar„ic Carson PITTSBURGH TESTING LABORATORY <br /> (1) The Koll Crn�pe�y, Attn: Ikn Ols�i • <br /> (1) John Fluke, At�: Qay Bush <br /> (1) Ce�y of Everetc, Attn: Iaxry Cal]ahan - ' Seattle District ;fan er <br /> r •. . . _ <br />
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