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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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�1[STINC� FOftM 9002�A-SE <br /> �Q�,,s ,�e+ao PITTSBURGH TESTING LABORATORY <br /> 60= � i 9 CSTAOLISNED 1001 <br /> . • =0 826 N.W. 49t1i iTREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> � 2 � •5 /� MUTV/.L PqOTCCTION TO C4ENT5, THC PUOLIC ANO OUli9[LVES. 6LL H[POPT9 Si1•�3817 <br /> �.j,^i� '"�� /��iC SUDMITTE� h5 TNL CONFIOENTIAL PflOVEFTV OF CLIENTS. ANO AUTNOPIZ.�tION Ordcr No, r <br /> CjyQ� `SC��y FOH PUOLIC.�TION OF STAT[MCNTS. CONCLVSIONS OR C%TflACT9 FqOH OF 11CG.�pO1HG <br /> fFqS�NO��� OUF P[POIlTS IS NESGflV[� PENOING 011fl WNITTEN /.PPROV�I. <br /> Report No. �], <br /> CONCRETE TEST REPORT Client's No. <br /> ;!-i�/&u <br /> Proectoulded Shop�2ng CeaLcrda$�L�'ves� (.lgy '��rof6E <br /> i <br /> Ar_ F.Ygh4r 49 & 5?nd S�reo9: <br /> Contractor Pa+'ae71 S� R�.ce <br /> Reported to ��'C@� & RBC6 <br /> Concrete Supp�ier • 1'�o CAYSb0I1@QII �Oe , <br /> Quantity Represented y Cu. Yds. Specimens mode by CO31°GPaCtAT No. $ubmitted <br /> Locotion of pour (per information from job-sife) SP��1 1•la]Aa & Panels <br /> Strength requirernent psi at 28 days Mix Design No.: _ � <br /> MATERIAL PROPORTIONS USED (Quantities per cu6ic yard of aoncrete) <br /> Cement_ Ib's. 5�4 bags Typc Brond <br /> Fine Aggregate (SSD) Ibs. Source Type: _ <br /> Coarse Aggreyate (SSD) Ibs. Size Source Type: <br /> Coarse AggregaTe (SSD) Ibs. Size—��—Source TYpe� <br /> Wafer Total Gals. Gals./bag; Acfual Slump In. <br /> Admixture: Amount Kind_ — <br /> Admixture: Amount_ Kind Enir. Air .°o <br /> Temperatures: Air $�_"F Concrete °F Weather__�gqgtr <br /> Mixing: Central M;x `.❑c Truck Mix ❑ Job Mix ❑ <br /> Above data obtained from: PTL Inspection � Project Engineer � Contractor ❑ <br /> Concrete Supplier ❑ Other ❑ (Designate) <br /> Cyls. delivered to laboratory by: PTL � Contractor ❑ Engineer ❑ Common Carrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> SPECIMEN /•GE LApOPATORY OATE UATE TOTAL UNIT REPOfiT <br /> M/RKING OwYS NUMBER RECEIVE� TESTEO LOAD-POUNOS LOAD-P.5.1. NO. <br /> �'- A 7 bS39 5/�9/66 5/19/66 4eo;o0 �430 14 <br /> 2 B 2II 8540 ��l.g/66 6/9/� g�Ts� g060 21 <br /> 2 c 7 I 85k1. 5/b9/G6 5fao/66 399�a �.�i?o i4 <br /> �? D 2c� II542 5!'9/66 6J'9/6�i 86,500 3od0 23. <br /> •�L�.s laboa tosy or'ciYiea o y tlio tes� aeaulEa oY yl3ndara a� regoilco3 I rein. <br /> Day tests previous�y reported <br /> Remarks: -ci �T. 2�4 G�natan��n r^IIp�iy. <br /> �..4(o C., Nirlc��m L`prpA;?�t� _ <br /> 7 pnnrr+i7 R R rr. <br /> T�:.S�nnetaa� ^,an�t & (;,•aar.�$ . <br /> ?-,u'R[. <br /> Respectfully su ted, <br /> °''ut PITTS URGF� TES ING L BORATORY <br /> \. <br /> Distr. anagcr , <br />
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