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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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1EST�M� PITTSBURGH TESTING LABORATORY -�FMs��=.^.=E <br /> ��' S ��,�+s <br /> N? e ��O <br /> y catenue�co me� <br /> :a 826 N.W. 49rh STREET., SEATTLE, WASHINGTON 98107 <br /> n � „ <br /> wa � rnuru�� rnorecnoH ro aicN*s. + � ruauc �no oonscivcs. n�� ncronra <br /> f=j �V,y •PC 411041TTC0 I.S TMC CONf1�CNTI�L PPOVCPtY OF CIILNT9. 1ND �VTNORI2�TIOM Order No. �• - I !� /� <br /> 5 (GP 1`UBLIC�TION O� Si.�TCM[NT'l. CONCLUI110Nf ON ERTNACT6 iNOM ON PEG�POIMG �-�'-}�"J <br /> C� 4� t5�•j` CI1P RCPORiS I� RCSCPVCO PEN[IMG OVP WPIi1CN �PfROVAL. <br /> y��q5 AN��N� <br /> Report No. 6��. <br /> CONCRETE TEST REPORT Client's No. <br /> Date Moulded '�'c�"cbcr �I.. '.':� Reported_ �'c--r�r��. " ��':'.' <br /> Project _ �%oz J;ni'che r�rkinn_ i'��i?�`„i2- <br /> qt___ :%vcrrtt, ':lachinr�4�_ <br /> Contractor _ _. 1'-�.S;li Cnnets'Lct_QILG4��17y - --- � <br /> Reported to_ ��OT.'1i 2n •'=rnhsori -- <br /> Concrete Supplier �l['GOC1Sd�CG: ?�^..Il�_.i11�_�2f'..Ynl ` <br /> G S�ndhrr No, $ubmitted <br /> Quantity Represenfed �. Yds. $pecimens made by (; J <br /> Location of pour (per informafion From job-site) .�ui'h ^nd 17nrth rnntrr rtri ^ t' 9nA ��n.,r =13b <br /> ��_��th1z31i_at_milsiuu°�--- <br /> Stren9th requiremeN __�'000 ._ psi at 28 days Mix Design No.: <br /> MATERIAL PROPORTIONS USED (Quentities per cubic yard of concrefe) <br /> Cement__— Ibs. �_ bog: Type I.Brand__ � <br /> Fine Aggregate ($$D) _ Ibs. Source_ _ Type: <br /> Coarse Aggregate (SSD)_ Ibs. $ize____. - Source_ —__ _—_—_ Type: _ <br /> Coarse Aggregme (SSD) Ibs. Size_—�gource _ _ Type: <br /> Water Tmal _ Guls. --_- -- Gals.ibag; Actual $lump �y�z In. <br /> .F -.'./;...., Kind DaPC�_ — <br /> Admixture: Amount —;1�-_'�� -- - <br /> -' �^'' Kind__ _ �=Q2�o11th__ _ . Entr. Air o <br /> Admixture: Amount_. ' "�"" -- <br /> Temperatures: Air_ 5'l°F Concrete___ °F Weather_ �'�*'tl;j�,lotLyy— <br /> Mir.ing: Central Mix ❑ y.X Truck Mix [�j y,}{ Job Mix ❑ <br /> Abeve dota obtained from: PTL Inspection ❑ XX Project Engineer ❑ Contractor ❑ <br /> Concrcte Supplier ❑ Other ❑ (Designate) —.- <br /> Cyls. delivered to lahoratory by: PTL � �[ Confractor � Engincer [] Common Carrier ❑ <br /> Cylinder Size G x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. In�. <br /> SPECIMFN AGE LFBOflATORY DPTE OATE � TOTAL UNIT QEPORT� <br /> � MFRNING OAYS NUMBER RECEIVE� TESTE� LORD-POUNOS LOAO-P.5.1. <br /> NO. <br /> ` —_ <br /> 26 �. i �oG 6 11J1 1 7 l08 500 38 f,�� <br /> � <br /> 26 28 106 ° 11/1 1 28 <br /> I25 % 28 l06 11/1 1 28 <br /> -106 ���hou].d e marked t ce numbsro <br /> -i.05 <br /> --- _ � --.f.£363 - -- -- - - - — -- <br /> Doy Tests previously reported <br /> Remarks: _ '-'_'-."-._<:-be::.;.. ' ' . __ .-- -- --- <br /> � - � - -- �� - - -� -� --- - ---- -� - -�----- Respectfull bmitted, <br /> �`flITTSBURGH ES LABORATORY <br /> �°""'� <br /> � - D icl Manager <br />
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