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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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Last modified
5/1/2019 2:47:20 PM
Creation date
3/9/2017 1:04:21 PM
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Address Document
Street Name
WETMORE AVE
Street Number
2801
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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��„5�N`� , pl'rTSBURGH TESTING LABORl�TOR'f � � �- � <br /> ���aB�e �.st�vus�rto �eoi <br /> 0 826 N.W. 49ih STREET., SEATTLE, WASHINGTON 9F107 <br /> ' a <br /> t � •5 � uVTU�L rNOT[CTION TO CLifrv15, TM[ I�IIOLif /,Np CVPS[LVCS. e L Plf��:l��•. <br /> .yC. � y �I�[ 9VflMITTC4 I. TXC CONlIOLN'II.LCLVSI.F f' Of CLIENiS, nN0 �uT � )/.'�•.n OI�C! N0. ���-��� <br /> IOP PIIIfLIC�TION O� ST�T[YfNiS. CON aM Gfl EtTN1CT! iROM Oq P[GwPGiNt. <br /> h(\ ����V.A [�UP P[POFiS IS �LS[qV[O PGNOIHG OI1P Wpl}TCN APVPOVAL. <br /> fA5qN0�� Report No. 7 <br /> CONCRETE TEST REPORT Client's No. <br /> �o,� MouldP�_ 9-1•�66 Q o, 9a16m66 <br /> P�oi��r-- - - --- -Bon Tdarche° Park�t�g �ac�7.3ty _ -- <br /> At Everett� t�ashin�ton - -- — - - <br /> Co�f�o�ro� _ �-3ugh Construction Compat�v_ _ ___ _ _ _ <br /> RePo�red �o_ florman TaeobsonT Jr, <br /> Concrete $upplier__ �930C1�1'ECd $9L1C� & GI'3V01. _ <br /> Quantity RepreseMed._4� Cu. Yds. $pecimens m e y _ G. Sandberg No. Submiited____ <br /> Location of pour (per in(ormation from job-sile). �' �•�• $"2_nan8{�T �- poC. ��"1'4 n8llCl. _ _ <br /> Strength requirement . 37J� . psi ot 28 days Mix Design No.: _ _ <br /> MATERIAL P �PORTIONS USED_(Quantifies per cubic yord o4 concrete) <br /> C•�nicnt _ _. . Ibs. . � bags Type III _ . Brand _ _ _ _- _ <br /> Fine Aggregate (SSD) __ _ Ibs. Source _ ._ _ _ _ . . . . __ _- _ ._ _ .__ Type: _ <br /> CoarseAggregate (SSD)_. _ Ibs. Size_— Sourcc_ _._ ___. _____— Type: ___ <br /> Cocrse Aggregate (55D) -- Ibs. $ize._.__ 3�A'_Source _ _ _ .__——_—_—_-_—._ Type: __ ._ <br /> Water Totol __. Gals. _ _ ._._ Gals.ibag; Aetuol Slump_.. . 3— In. <br /> Admixture: Amount 3f'� OZo per sk. Kind D3PBX _ . _ <br /> 7.r� 7.b, per S�e Kind�OZZO�.��1 Entr. Air____ o <br /> Admixfure: Amounl_r1 _ . . <br /> Temperafures: Air__!�__'�F Concrete_ . _._`�F Weothcr _ St11771y _ _ _ , <br /> Mixing: Ceniral Mix � Truck Mix '� .lob Mix ❑ <br /> Above data obtained from: PTL Inspection � Praject Engineer �—; CoMractor � <br /> Concrete Supplier f� Other � (Designate) <br /> Cyls. delive�ed to laboratory by: PTL (� Conir�cfor [] C-ngineer � Common Carrier � <br /> Cylinder Size b x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN AGE LABONRTO�Y � 1%P�' I IiATF TOTAL UNIT REPORT I <br /> MPRNING �AYS NUMBER , AF.CF� f D TESTF:❑ LOF[l-POUNOS L�1Ap-P.5.1. NO. <br /> ' _.— _- ._ I-__"___—_ - . .. - —_ I-- _— I— ' <br /> 5 � , 7 6969 9/5/66 � 9/8/66 126,000 4460 ; � <br /> 5 D � 28 6970 9/5/66 � 9/29/66 ' <br /> 5 C 28 6971 '9/5/66 9/29/66 , <br /> Day tests previously repoMed <br /> Remarks: CC: 3=�Norman_Jacobson�. Jr� _ ._ <br /> - l�Supt, of B1dgs,- -__-- -- - - - <br /> __ 2•,Baugh Construction_Co� <br /> 2�.PTL <br /> - <br /> Umh - <br /> Respedfully u mitfed, <br /> P TSBURGIi TESTI G LABORATORY <br /> � <br /> �.1�-�A <br /> Gistr� Idanoger <br />
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