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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
Metadata
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Template:
Address Document
Street Name
WETMORE AVE
Street Number
2801
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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�,�y`ss""`�,eo pITTSBURGH TESTING LABORATORY � ��,^ ���- °_� <br /> yf: °c� ut�nun�co �eai <br /> :0 826 N.W. 49th STREET., SEATTLE, WASHINGTON 98107 <br /> � a <br /> 6 � ♦s e uurw� vno�mtiov ro a¢e�n. in� rvauc �r�o oansavcs. e�i �cron.s <br /> '"y% e('� �nc nueM�nm �s ��e cor.nou.u� vnovcn.r or cuc�rs. �r+n �orHoniz�non Qrdcr No. <br /> CjFF1� �a�l�� fOP PVBLICOV'N PCPOPlB IS RESCPVCONPCMOIHG OUP WPTITiCNs/.1'PROVAL.PC4APAINL <br /> �qseeo�� - <br /> Report No. • <br /> CONCRETE TEST REPORT Client's No. <br /> Date Moulded � Reported � � � � �� �7.�t�j�? <br /> Project � - - � -- - <br /> At _ G�crodY:.� L'cseSL�_!��:.���-�� _ — <br /> Contractor fln�_h C;,;-�f.. ___ -_. <br /> Reported to _ _._��.�:.�=-�. � ._— -- <br /> Concrete $upplier - " ____._— __�, <br /> Ouantity Represented `���' Cu. Yds. Specimens made by - No. Submitfed__ <br /> Location o{ pour (per inFormation (rom job.site) �� ��.� �-�. ��.- �- ' � .. �r, ,:J Ci' � ...�-�-�:^ 3:.' — <br /> � __� - '� �J �_�..i:::�. <br /> Strength requirement -•'-�C'':' psi at 28 days Mix Design No.: <br /> MATERIAL PROPORTIONS USED (Quanfities per cubi� yard of conerete) <br /> Cement__ Ibs. __ --_bags Type Brand_ <br /> Fine Aggregate ($$D) ___ __. Ibs. Source___ __ Type: __ <br /> Coarse Aggregate (SSD)_.— Ibs. Size_�__—Source_. __ Type: <br /> Coarse Aggregate (55D) — Ibs. Size__ _Source — __ Type: <br /> Water Total Gals. __ . Gols./bog; Adual $lump___. �'�!•�_In. <br /> Admixture: Amounf__�_�_�::__ — Kind_ � � �� -- � � � - _... <br /> Admixture: Amount______�� __.-� Kind___ . �. .___�___ Entr. Air____ .. °o <br /> Temperatures: Air _°F Concrete _ °F Weather_ _ ____ __ __ <br /> Mizing: Cen}ral Mix � Truck Mix � - Job Mix � <br /> Above dato obtuioed fmm: PTL Inspection � Projett Engineer ❑ Con}ractor � <br /> Concrete Supplier � Ofher � (Designate) - <br /> Cyls. delivered to laborafory by� PTL � Contracfor ❑ Engineer � Common Co:rier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN AGE LABORATORY �ATE I DATE TOTRL UNIT � REPORT I <br /> MRRNING ORYS NVMBER FECEIVEO TESTED LO<O-POUN�S LOAO-P.SI. NO. I <br /> � _ <br /> � <br /> .. % . ;�'.J ��'_;:7. "r�..%! t :�3YQ"°'`J .7:i:F <br /> I <br /> )."✓' _, i!� j°'rA�� .i�c'"i!. .�_L"! �.�i�]� �� t}� � <br /> 1; C 2� $da18 30»li. 11�',� 142,500 5�40 4� I <br /> � <br /> �__ Day tests previously reported <br /> Remarks: - - <br /> .. . J �n �, e . _ _...ut . <br /> .6 1 ,J.�._I�L.:- .–_ . . . _. . _— _ <br /> +ul �: i ��..IYi <br /> <. d — . _ _ -__.. _ <br /> Respectfu submitted, <br /> � PITTSBURGH TE T G LABORATORY <br /> �. <br /> ' trict M�nager <br />
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