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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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SESTING <br /> eJPV��S ��s�4a,9 PITTSBURGH TE��TING LABORATORY FOflMB002-A =E <br /> F� i o csr�nusHw �ae� <br /> n 826 N.W, qg�h STREET., SL•ATTLE, WASHINGTON 98107 <br /> u K <br /> py�'J t,y AS A MUTOAL PROT[[TIOH TO CLI[HTS. t'NC PUOLIC .�NO OpP9[LVE9, ALL p[pOq{5 py,� .1n�^ <br /> /�NC SJOMITT[O AS TNC CUNFIOENi11L p110pC11TY OF <LIENTS. ANO M1L1TIip(lIjATION �L«��N � <br /> C�i�.F�C p�9�'���y FOq pUOLIC.�T10N OF ST.�TEMENT4, CONCLUSIONS OR CZTfl.�CTb FqOH Oq pCGAXOING Or�A'r ��• <br /> FqgA�fl�P OUq p[pONT3 IS qESW VE�PEIIOING OU11 WRITT[N �ppqOVAL. <br /> Reporl No. "� <br /> CONCRETE TEST REPORT Cliem's No. <br /> DateMoulded�S,5�18�66 Reportrd��26��6 6"j6-� <br /> Projecr BP g exi er _ <br /> At__ �v°ret '� vr�y an �S�zee�-- <br /> C,on}racror_ �I'Ge & ����-- <br /> f2epo;tc�! fo�� �aCb - - - <br /> Concrete Supplier <br /> ��uantiiy Represented Cu. Yds, Specimens ade- b --P-�r'e �e i, — <br /> �^�e��'� Iv�,. Submitted <br /> �ocafion of pour (per informafion from job-site) Pr— <br /> $frength requirement psi at 28 days Mix Design No <br /> MATERIAL��'GROPORTIONS USED (Quanti�:es per tubic yard of conerete) <br /> Cement Ibs._"_bags Typc_ Brand <br /> Fine Aggregate ($$Dj __ Ibs. Source_�3 T e: <br /> Coorse Aggregate (SSD) _ Ibs. Size_�f8_Sourc? Type: <br /> Coarse Agr�regote (SSDI Ib,. Size_ $ource �yre; <br /> Wafer Total _ Gals. �_ Gals.!bag; Act�al Slump In. <br /> Admixture: Amoont _ � Kind <br /> AJmixture: Arnount_� Y.ind__ Enfr. Air �' <br /> Temperatures: Air °F Concrate_ °F Weather ��`L'�-- �� <br /> Mixing: Cenfral Mix�] 7ruck Mix � Job Mix � <br /> Above do4a �6tained from: PTL Irspection PraiPci Engineer � Contractor � <br /> Concrete Suq lier ❑ Other [) (Designate) <br /> Cy!s. delivered fo laboratory by: PTL �] Coniractor � Engineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Aren 28.27 Sq. Ins. <br /> SPECIMEN AGE LABORATORY DATE D4TE TOTAL UNIT pEPORT <br /> MARKING �AYS NUMBER RECEIVED TESTED LOAO-POUNOS LOAD-P.5.1. NO. <br /> � iFPaisel A 7 8P98 5/25/G6 �/25f6b >755C0 133G i? <br /> Pancl II 28 889g 5/�a/E6 6ra5/�:6 i Z05900f2 9710 23 <br /> Tviu labor �Eo2y erti3fies o y the 4eat e•-u16s of y�.ixiciero reported h r�iro <br /> � <br /> I � — I ---- -- �1 <br /> CC: -_ �^; tesls previously ceported - <br /> Rem�rks: ___�-^m:,�T3e3$$'-Rat6-- _— ----- <br /> --'--���PI'fi--- - —_._ -- <br /> Respectfully s itted, <br /> PI SBURGdi TESTIN A40RATORY <br /> � <br /> ---�-- � Dictr t Manager ' <br />
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