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3003 W CASINO RD BLDG 40-32 2018-01-02 MF Import
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3003 W CASINO RD BLDG 40-32 2018-01-02 MF Import
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Last modified
9/9/2022 4:06:43 PM
Creation date
1/26/2017 8:55:46 AM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-32
Imported From Microfiche
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�"-' ";� PITTS. JRGH TESTING LA� RATORY ��^M�^"� ".zF <br /> /P .�Bp <br /> � q, u���u��m ua <br /> 0 876 N.w. �9rh STREET., SEATTLF., WASHINGTOH 9B107 <br /> �,.�^�, �,�ii :.r�s�ewinio�,���: :v �, :i�.��n �ov�w.n��� .�.�.v�.��'..�� �i �.. '�':" Order No. SE 9972 <br /> � �N �au rueu�:+'.• •v ~e rro ..nn�i �s�u..e � n �.r..u.n . ...mro: <br /> "ff n��I� , �n i�,�ro s .ue�u.�.ur�nOmc. iunwni�.r.v . i v <br /> ���As�no�" Reporr No. 91 A <br /> CONCRETE TEST REPORT ' <br /> Clienr's NoA-A04419-0900 <br /> Date Muulded _ _—11-28-78 _ __ Reported _ 12--6-78 _ . ___ _ <br /> P,oie«__Boein�Ev_ere_tt_Facility_Buildings__�30-32l3�_.__—___ --- - <br /> q� ______Ev_eret�wash_ington_____. W..O_,__8-�6282-5_10_0-8 65 9 19—_ _._- <br /> Connoc�o� --- The Austin__Compan� _--_----------------- - <br /> See Below -- <br /> Reported ro -- -- — ---- ---- ------ ------ --- <br /> Con[rete Supplicr ASSOC13t2d Sand 6 .GYdVC'_L_ _--. --� ---- <br /> Ouantity Represented - 18 Cu. Yds. Specimens made 6y— D. St2tteT___ — No. Submitted_3___ <br /> Location oF pour FOOting I 12. 0 __. ____------- -- <br /> Srrength requirement — 3000 _psi at 28 days <br /> MATERIAL PROPORTIONS USED (Quantities par cubia yard ol eoncrel�) MIX No.:�ldss A <br /> Cement—.51�_Ibs. bags Type Brand <br /> Fine Aggregate (55D)�-�1— Ibs. $ource — Type: <br /> Cocrse Aggregote ($SD)- � Q�'� Ibs. Size 1 k—_ 'r'Source Type: <br /> Coarse Aggregate (SSD1 Ibs. $ize $ourca TYP°� <br /> WaterToml Z /5 lbs. �y�,_ Gals.�bag <br /> Adnixfu�e: Amo�nt Kind -- — <br /> Admixture: Amounf — Kind <br /> Above information obfained From: PTL batching inspection ❑ Projecf Er�gineer � Contractor ❑ <br /> Concrete Supplier ❑ Other ❑ �Designote) <br /> Entr. Air o Actual Slump dk In. Ticket No.: 208497 Tk. R133 <br /> Temperatures: Air 47 -F Concrete 53 F Weathm_pv�LGact <br /> MiRing: Centrol Mix ❑ Truck Mix ❑ Job p�o e�rr En meer Contractor ❑ <br /> Above $ite InFormation obtained from: PTL Inspection � i 9 � <br /> Concrefe $upplier ❑ Ofher ❑ (Oesignate)____ — -- <br /> y y; Contracror F.nginee� ❑ Common Carrim ❑ <br /> Cyls. delivered ro laborafo� b PTL � ❑ _T..__, <br /> - - — .._----------------' — � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTN Area 28.27 $q. Irs. <br /> oarF. OerE � rOr�l VNIt nEvoni� <br /> }PECIMEN �6E L�BOR�TORY . <br /> M�RNING DAYS 4UMBER HECEIVEO TESTEO � L010•POUNOS I 10�0• P�3.1. NO. <br /> 35 A 7 9871 11-29 � 12-5 103 ,OOvi :fti40 � yl A <br /> � <br /> � I � <br /> 85 B I 26 � 9872 � 12-26 I <br /> � r n ��1 �5 (� <br /> 85 C I 28 ', 9673 I �I 12-26 �1 ' �� I f'' , U� <br /> ! ' � UEC, 0�'� 19i8 <br /> . I Day tesfs prariously�reported I ,�� <br /> cc: 3 Boein E ��SQnat..11�tfn• T•_arry—C1emPnra . l115pCCti0i1 DOC�ti <br /> Remarks: g--�9 � ' ' <br /> L Th�I�llHY1R CO/Attn: �T- PPtArct�n � - - — <br /> 1 Bldq D�P�:_CitY ^f ^vr�+-Art - <br /> 1 As s os_._3an�6`GraYel -- <br /> ?_�e a t tle_PTI�--- <br /> Respectfully suhmitted, <br /> PITTSBURGH TESTING LABORATORY <br /> - - - _ _ -._ . — <br /> ld SOdttle District Monoger <br /> � <br />
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