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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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}ESTIp� <br /> OJPV�y�" -•=�+e,9 PITTSBURGH TESTING LABORATORY ��q�r ����:.A.« <br /> ri � cn�auaMm �ee� <br /> > , 's 826 N.W, 49rh STREET., SEATTLE, WASHINGTON 981f7 <br /> `:� <br /> �y J� Ot+N •b A MIITIII.L PROT[CTION TO CLICNTB. TME VYpLIC ANO OUPf[LVES. /.LL qCVOMi• <br /> ~ APE �1lp41tTE0 /�E TNE CONfIOCNi1�L pP01'Cq}y Of ��ICHT�. AN� AI1LMOqIj��10M <br /> C�'�'y� oCS����y ION OUl�IC�}ION O� !T/.TCM[ry}S. CONCLlI51pry� OR Ct�p.��15 �pOM OR P[G.�pO1NG Order No. �i; �"�'� 1 <br /> ��FS�NO�N 011P q[pOR13 IH qCSCFVCO pCNOING OVR Wql{}�N /.P�110VAL. <br /> Reporf No. �j?_ <br /> CONCRETE TEST REPORT Client's No. <br /> Dote Moulded 11-11-6 i _ Repor�ed il--'1-oG <br /> Projett �fon Idsi+rhe F^-•icint* P^^;ili`v <br /> At_ livereti;, lJn. -- <br /> Coniractor _ NallRh Con�� CO <br /> Reported to=_oi�rran J ccbcon <br /> Concrete $upplier liCr,oCi�1;'-���, ;� ,'. " - <br /> Quantity Represented ��� Cu. Yds. Spec*imens made by G. an eTg <br /> Locafion of our _ No. $ubmitfed <br /> p per informofion from job•site _le!•, p i,,���o }� �. „ <br /> f_c;n A;z to 3? ) �� and sta; <br /> r $O lC7C). Oi' i.:o`iLr)'::. �i1' ;:LL"�)�_-IIIl[Iy:Ll�._�' F C linr S fl+o��-__�.lyall l 'n �.�. ?r �j <br /> $frengih requirement__;°����°� � �tn �' � n ID7PIfGJ <br /> __ _^ --. -.___ Psi at 28 days Mix Design No.: <br /> MATERIAL PROPORTIONS USED (Quantities per cubfc yard of eoncrete) <br /> Cement_ Ibs.___ __ __ bags Tyoe_I _ Brand <br /> Fine Aggregafe (SSD) .._ _ �bs. Source_ <br /> Coarse Aggregote ($SD) Ibs. Size_ — TYpe:— <br /> $ource_ _ Type:__ <br /> Coorse Aggregate (SSD)_ _ Ibs. Size__i!��_Scurce <br /> Water Total __ - TYPe' -_ <br /> —;�- ., Gals. __ Gals./ba Atfual $lum �� <br /> Admixture: Amount.__-� �''�� ].rl; 9% P_- _�7�. <br /> Kind t o^^ aleo C�Cl 1`'� <br /> Admixture: Amount_ :.r.-�r'" �-�=�=. ---- Kind__.I?n:rr.x —z <br /> Temperotures: Air �I� �_�� - p — --� � - _ _--_-- Entr. Air a <br /> " Concrete______ °F Weather_ OL'e.^r.A3$ <br /> Mixing: Centrol Mix � Truck Mix � .lob Mix � � <br /> Above data obtained fronc PTL Ins ection r� <br /> P Q f�rojed Engineer � �onirodor �] <br /> Concrete Supplicr � Other � (Desi9nate) �I <br /> Cyls. delivered fo laborafory by: PTL [-] Coniractor � —� — <br /> . ___ ___ _ ❑ Engineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH <br /> ---- -- -- -- - Area 28.27 Sq. Ins. <br /> SPECIMEN RGE Lq80ppTORY ORTE - <br /> ��—MARHING OAYS ORTE TOTRL UNIT PEPORT � <br /> NUMBER i RECEIVEO TESTEO LO�p-POUNOS L0�0-P.5.1, Np, <br /> l� <br /> � 31 n 7 11443 11-z4 u-i8 84,50o I 2990 <br /> I 52 <br /> jl D 28 11449 " 12-9 <br /> 31 C 28 114�0 " 12-9 <br /> I - - � <br /> _. Day }ests previous�y reporte� <br /> Remorks: <br /> . ,k�m+eH--daCpbeprt;�,.. (rr,� � � _d_W�1 ft� 7;lle_�i_ <br /> - - --�.--�xr@:�f-I3}d�s. - . i;c ,,;'z, <br /> - - - — � � ' . ., . _ -- <br /> Respectfully subm t d. <br /> PITTS RGN `TESTING L ORATORY <br /> �siricl icger <br />
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