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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 LABC..tATORY FORMP002•B.fE <br /> TJ ur��u�eeo �m <br /> C7400-3RD AVENUE 5..SEATTLE.WA 88100 <br /> ♦\ 4 MUTU.�L �I�OT[CTION TO CLICNi1. TNC �VlIIC �HO OUNf[lV[]. 1LL M[�OIITI l <br /> •11[ 3USMITT[G A1 TNC CpNiIOCNt1.�L r1�Or(I�T� OF CLI(MT�. �NO AVTMOI��SATION Q�pC� No. SEA 4358 <br /> f011 rVl��C�TION O� iT�T[Y[NTS.CONCLV�IOHf Oi1 [STRACTf fI�OM 011 11(6�I1pIN0 <br /> OUfl N[r011T3 IS MLSCRVEO�[NOIN6 OtIR WI11TT[N Ar1110V�L. <br /> CONCRETE TEST REPORT Report No. 7 g <br /> Da�e Moulded 4�z�86 Reporred 4/10/86 —1-86 <br /> Project A lied Technolo Training Center <br /> At F'! '! ..ommunity olleqe verett A <br /> Conrroctor The'Roll Company — J.R. Abbott Sub—Contractor <br /> Reporred to_ See Below <br /> Concrere SuPplier Associated Sand & Gravel <br /> Quanfity Represented 11� Cu. Yds. Specimens made by J. PressleV No. $u6mitfed 3 ' <br /> Location of pour SJest 1/2 of 2nd floor slab and crest stairs <br /> $trength requirement 4000 psi at 28 days <br /> MATERIAL PROPORTIONS USED (Quun�ities per cubic yord oF concrete) MIX No.:__ <br /> Cemenf 56� Ibs. 6 bags Type Brand <br /> Fine Aggreqate (SSD) 1323 Ibs. Source TY�: <br /> Coarse Aggregate ($$D) 19�� Ibs, Size � Source Type: <br /> Coarse Aggregote ($SD) Ibs. Size Source Ty�; <br /> Water Totol Gnls. � Gals./bog <br /> Admixf�re: Amounr 24 oz• K;�d Pozzolith' 322N <br /> Admixture: Amounf 1 2 oz. K:ind Pozzol�th SSSA <br /> Above i�formation obtoined from: PTL batching inspection ❑ Project Engineer � Controcta � <br /> Concrete $upplier � Ofher ❑ (Designate) <br /> Entr. Air % Actual Slump 4y In. Ticket No.: 30381 <br /> Temperatures: Air 50 °F Concrete 58 _°F Weother OVeCCdst � <br /> Mixing; Central Miz � Truck Mix ❑ Job Mix � <br /> Above $ife InFormation obtoined from: PTL Inspection Q Project Engineer � Contraclor ❑ <br /> Concrefe Supplier � Other � (Designate) ' <br /> Cyls. delivered to laboratory by: PTL � Contractor � Engineer � Common Carrier � <br /> Cylinder Sixe 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN ApE LABOR�TORY O�TE D�iE TOT�L UN�T qEPOqT <br /> MAqKING D�YS NUMBER RECEIVEO TESTED L040•POUNOS LO�O• P.5.1. NO. <br /> � A 7 8498 9/9 4/9 119,000 4210 7A <br /> 7 B 28 �999 4/30 158,500 5610 7B <br /> 7 C 28 8500 9/30 157,000 5570 7B <br /> � [� [� OM � :, <br /> � Day �es�s previously reported �v1,4Y 0 G 1986 <br /> Remerks: <br /> . ..............� <br /> — ri7Y OF EVERETT <br /> Put" w k� nept <br /> Gl) f7�iJf�JLS QATIAJTIY OJ[ID�� Attn: Dr. Jemis Pepst <br /> �1� hh]Cu�leY Axrhitectsr Attn: Perberd ThrnBs Respectfully submitted, <br /> (1) [�fF, Attr�: Acnie Carson PITTSBURGH TESTING LABORATORY <br /> (1) 'Ihe Koll Crn4enY� Attn: Il�n OLsen ` <br /> (1) John Flulae. Attri: Clay &�sh _� <br /> (1) (:Lty of Fh�e��ett, pttr�; Iarty Callahan Seattle District Man er <br /> et/glm <br />
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