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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
Metadata
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Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-32
Imported From Microfiche
Yes
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i <br /> ���5""°�, pITTSBURGH TESTING LABORATORY °nnuoon:.nec <br /> po , � ,. eo <br /> � , q .....��...o �..� <br /> :�: a 826 N.W. 49�h STREET., SEATTLE. WASMINGTON 98107 <br /> r �s � ��n��� o4or�.cr,u+ �o .:��cN*e ��a ���e��c .�o N�e��Mn�or�onli�rion �rdet No. SE 9972 <br /> � � (+ ` . .�P.... „ ,: . • <br /> .a� eue�rt�m .s ��< <aHr�neNnni r <br /> �'l,4, 'y'� ron run��u�rae or c��*rur�rs r.nr�c��s�one oa r.rn�<n ����� �>A uca�noma <br /> �'i,`�e •�^��,�` ��n w�voArs �s ��e�-wv�o �•�r�ui�n o�i+ w�•n�rn �ro+o�u Reporr No. 96 A <br /> FFASANO�� <br /> CONCRETE TEST REPDRT <br /> Client's No.D-A04419-0900 <br /> DareMoulded---11-30-78_— Reporred -12-13r78_-_------------ <br /> Proiecr__ eoeing_Everett Fac_ility_8uildinge 40-32/_33 _ - <br /> A� _Eysrstt,���shi.n�ton._—.-- WO 8-E6282-6100-886019 <br /> CoN�octor The�lustin CompanY —_----- <br /> Reported ro----S���eJ.9M� <br /> Concrete Supp"^- .���Q���¢�d Sa�S� 6 G�aYel.—_ <br /> Stexter Na. Submitted_3-- <br /> Quantity Repn +d��Cu. Yds. $pecimens mode by—R..—. <br /> Location of pom— Footinqs line "J° -12.0 -- _ <br /> Slrength requiremen� . 3000 'psi at 28 days <br /> MATI'RIAL PROPORTIONS USED IOuontities per cubic yard ol concrate) MIX No.:�lgaa A <br /> Cemem_517 16s. 5�2 bags Type Brand TY�, <br /> Fine Aggregate (SSD)—��---- Ibs. Source— $ource Type: <br /> Coarse Aggregate ($$D)_1951---Ibs. $ize SOUfCe TYPa. <br /> Coarse Aggregate (5SD) Ibs. $ize <br /> Woter Tornl — 275 lbs ��. Gals.ibag — <br /> Admixfure: Anount _ Kind __ <br /> Admixture: Amount Kind <br /> Above information o6tained from� Concrcte$uppl erPe�on a�he� ❑ �Des gna'te)r � Controctor ❑ — <br /> a Actual Slump S In. Ticket No.: �pAS/�/ Ty�.ltl9fl-- <br /> Entr. Air_ �^ 1 hr ratn _ <br /> Temperatures: Air G6 'F Concrete � _ F Weather _OY0L�8St_W3th-1–., <br /> Truck Mix ❑ Job Mix ❑ <br /> �dixing: Cemrol Mix ❑ p�oject Engineer ❑ Contractor ❑ <br /> Above $ite I�:formotion obtained fram: PTL Inspection � <br /> Concrate Supplier ❑ Other ❑ (Designate)_ _ — <br /> Contractor ❑ Engineer ❑ Common Carrier ❑ <br /> Cyls. delive,ed to la6oralory by: PTL � _,_.___ ___ . - <br /> . . ---�- Area 28.27 $q. Ins. <br /> Cylmder Siz+ 6 x 12 Inches COMPRESSIVE STRENGTH <br /> O�TE I TOT�L I UNIT REPOPT <br /> aGE LI�BORIITONY ��TF ��' <br /> SPFCIMEN qECErvE❑ TESTEO I LO�O•POUNOS lOAO• P�S.I. �� <br /> �' M�RaING O�YS I NUMBER <br /> I I I <br /> 88 �1 7 il 10000 12-1 12-7 I 79,500 2810 96 A ' <br /> 88 B 28 I 10001 I I 12-28 I <br /> ' ,-� � ��`�� <br /> ae c za � i000z � ' iz—za , . -� , <br /> � ��.'�, � <br /> � � � � I • � DEC 15 1�'Et <br /> — paY ,.��. previouslyreported c�,�y �F EVE�� <br /> Remorltt: ��' 3 Bp � Fn r 6 Cnn t /Aht f rr f 1 t 1n5 E — <br /> 1 Tht+ 1 t'i fn �1rr • t P rorcpn . <br /> 1 61dz. Aeo�,_GbCY—�-EYar�.tt-- <br /> 1 Assoc Sand 6 GI�YeL9 . Inc <br /> 2 Seattle�'TI.— <br /> Respect(ully submitted, <br /> PITTSBURGH TESTIN LABORATORY <br /> SeaC�, ^��o � }� �_�.� - <br /> G' / Dis�rict Mnnager <br /> 13 <br />
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