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5209 EVERGREEN WAY BASE FILE 2018-01-01 MF Import
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5209 EVERGREEN WAY BASE FILE 2018-01-01 MF Import
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Last modified
1/24/2019 8:27:10 AM
Creation date
2/9/2017 7:52:45 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
5209
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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SESTIN� <br /> JP���s -�,<,eo PITTSBURGH TESTf�NG LABQE2,�`fORlr' FORId 0002.l� iE <br /> M1m � � 9 <br /> ! '� ESTAOI'SNEO IBBI <br /> 'a �s 826 N.W. 49th STREET., SEATTLF.� WASHINGTON 98107 <br /> f��f o`(.� A4 A Ml1TUI.L pqOT[CTIOH TO CLIENT9. TNE �+110LIC Aryp OURSCLV[4, dL� qCPORTti <br /> C yc ���lr� ANE fUOMITTLO AS TMC CON�IOCN}I/�L MflOpCf1TT Of CLICI�iS, AND 1UTHOPISATIGN n 'J <br /> hF PC�'f� FOq I�IIOLICATIOH OF ^vTATC:ACHTS. CONCL11410115 OII C>.TqACi9 rnoM on nec+no��c Order No. Sh �v�J <br /> fqSqN��� OUq p[POPT9 Ig p[SCqVCO P[NOIHG Opq Wp�17[N �PpppyAL. <br /> Report No. 2(� <br /> CONCRETE TEST REPORT Client's No. <br /> Date Moulded K 9q„� #6� <br /> Pro'ect —c�'- Reported 3"'66 _ �2u� <br /> � ---aat]on{�HIl�i0�8P8tiL` — <br /> A, _ &a�.-99-&-52nd_S�E, - <br /> Can}rocior__py�IIe�� Rnn�__ <br /> Reporfed to Ugrnral'1 P� �nCg���aCLNlCklm! CDe -- - <br /> . ConcreTe $upplier__l�gpp�9����rnj Q�,ay01 Lbere�tt <br /> Quantity Represented Cu. Yds. Specimens made by_ �ye CO <br /> Location of pour (per information from 'ob• _ No. $ubmitfed <br /> � site) �j_]��� Paneo3a <br /> Sirength requirement � _ psi at 28 days Mix Design No,: <br /> MATERIAL PROPORTIONS USED (Quantities per cuLic yard of canerete) ` <br /> Cement Ibs. ba s T <br /> Fine Aggregate $$D � 9 YP��� Brand <br /> � ) Ibs. Source <br /> Coarse Aggrago}e ISSD) Ibs. Size_ Source �YPc� '�- <br /> Coarse Aggregate (SSD) Ibs. Size_'��a___Sourcc Type:___ <br /> Water Total Type: __ <br /> _ Gals. _ Gals./bag; Actual Slump �� <br /> Admixture: Amounf Kind — — - <br /> Admixture: Amount Kinc: <br /> Temperat�res: Air F Concrefe °F IYeather Cl$gp Enir. Air o <br /> Mixing: Cenfral Mix � o Truck Mix � Job Mix � <br /> Above dafo obfained fr"om: PTL Inspection � Project Engineer <br /> Concrete Supplier � Other � Contractor � <br /> Cyls. delivered to laborotor b PTL ❑ (Designate)_ <br /> Y Y� ❑ Confractor � En9ineer � Common Carrier 'Q <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 2$.27 Sq. Ins. <br /> SPECIMEN AGE LApORATORV ❑pTE <br /> MARKING OAYS �ATE TOTAL UNIT qEPORT <br /> — N�MBER RECEIVEb TESTEO LOAD-POUNOS LOAO-P.5.1. NO. <br /> �saeZ A 4 9186 5�3b � 6WZ t43,600 29lt0 19 <br /> Psael B 28 9187 5-31 6-23 126,5oD b470 26 <br /> � <br /> lhis labor ory c ifis3 0 �y the tesC IesW.ta o£ iylindera ae reported h reina <br /> Day te.ts previously reported <br /> Remarks: _—_C3Y_�s-�P92,Sn41 �'__P�CO ___ <br /> ��� <br /> ___—_ts"�_— -- — <br /> �` espectfully submit <br /> PITTSBU� H TES IN LA RATORY <br /> � S�istrict Ma er <br /> 9 <br />
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