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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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BASE FILE
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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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�"5T�"`` PITTSBURGH TESTING LABORATORY ��=A�o�=...zE <br /> OJpG z s�'e� <br /> ���y� 'o csrneus�co �ee� <br /> 'a 826 N.W, qqth STREET., SEATTLE, WASHINGTON 98107 <br /> � <br /> r�! o�(r� A5 A vVill/.L I�iIOiCC�ION TO CLICMiS. }H[ �I111LIC �NO OVFSCLv[S. ALL PCPORTS <br /> C�y � (�~ /�FC SVqMiTI[U �5 TH[ COMfIDCNiI.�t I�POI`fn7y ��! CLI[NiS. �NO �t11MORI2�TIOH <br /> '�� � c(�''� fOF�'V11LIC�iION Of 6T�TCM[ry{�, �pNCLlI5�ON5 p q [��p��1S �qpM OP RC4/.ppING O r d e r N o. S�._u4 OfF <br /> �A.'+AHO L N� oun ncPon.e i� ancnvm v�r.nivc o�q µ.q�it�N �prnov��. <br /> Report No. �-� <br /> CONCRETE TEST REPORT Clicnt's No. <br /> Datc Moulded____J7=,$� <br /> p�.a�eC� Reported ],a�,��.� <br /> I B6Il_�AI'CII�_P1i']L�,U,Q,__ ----- - <br /> At _EccrofctF_Wach, — -- <br /> Con}ractor _g,��C���_ ---- _ <br /> Reported to-----.JRCObS�._ -- �-------------- <br /> Concrete Supplier__Ap�fly_Spm�� (jT32CZ_- - �--- ----- --- — <br /> Ouantity Represented_��j_ Cu, Yds. $ ecimens mode 6 - <br /> . Location of pour (per iniormation from job site;_L'u21 Y—��� No. Submitfed_.3__ <br /> --erouad aloaaCnr _ -- - -�n-19i�e�2 *�* a ... o ,_,_,�--�n=-alah�irsb fioor <br /> $trength requirement_�(jQQ _ _ __ psi ot 28 days Mix Design No.: <br /> MATEP.IAL PROPORTIONS USED (Quanfiries per cubic yard oF concrefe) <br /> Cement__ Ibs — - - -6-- bags Type--x_Brond <br /> Fine Aggregate (SSDj Ibs. Source — <br /> Coarse Aggregate (SSD) Ibs. $ize - Type: <br /> Coarse A re me (SSD ���Source___ __ _ Type: <br /> 99 9 ) Ibs. Size $ource_ <br /> Water Total — Type: _ <br /> Gals. __ ._ Gals./bog; Actual Slump__ q <br /> Admixture: Amount__ �_�p @jt _ Kind_ P �°' <br /> Admixture: Amount__3 Ob � ��—�C�'�� <br /> - Kind__ ��QX. _ Entr. Air o0 <br /> Temperatures: Air _, � °F Concrete._ °F Wealher _ f'Qo -- <br /> Mixing: Ceniral Mix [� Truck Mix � ----- - <br /> Above dafo obtained from: PTL Inspecfion ❑ ��b Mix � <br /> � Project Engineer � Contrattor � <br /> Concrefe $upplicr [] Other � (Designate) ___ _ _ _ <br /> Cyls. delivered to laboratory 6y; p7� � Contractm — <br /> .,.,_ __,.__ ❑ Engineer [] Common Carrier j.] <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH <br /> —_ Area 28.27 Sq, Ins. <br /> I SPECIMEN AGE LABORATORY � —— � � . . <br /> MApgING OAYS � I DRTE � pATE TOTA� <br /> _ �—{ NUMBER RECEIVED I T[STE� LOAO-POUNOS LOqpNlp,S.�, I AEN�OR1 I <br /> � � a I� L _—. ---�_ – <br /> « I 7.].=9 i ��7G � 1o5oomo 37a.o � <br /> 50 <br /> �o g 2S 1720J' ii4➢ 12d ; <br /> A C 28 L1.2t)8 �1•-9 12.-& <br /> � - - i _ -- I <br /> _ �ay fes}s previous�y reported <br /> Remarks: _ G^: j 2�ur�qcu�Jpacnb:,.mi <br /> _ — ._ __._ .t-Jyll��p��Ly�-41_�j ___'._'_. ._-__._ - . <br /> —_"- _E_.+uuWs-G�7Htin � _---- _- — <br /> _ _ ? I a'I, - -- — - <br /> ;�-., _ _ <br /> Respectful submitfed, <br /> ITTSBURGH TES I G LABORATORY <br /> _ , , \ <br /> � \ `, nU Idonoger <br /> V <br />
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