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2802 ROCKEFELLER AVE 2018-01-01 MF Import
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2802 ROCKEFELLER AVE 2018-01-01 MF Import
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Last modified
3/22/2019 3:56:37 PM
Creation date
2/27/2017 1:14:03 PM
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Address Document
Street Name
ROCKEFELLER AVE
Street Number
2802
Imported From Microfiche
Yes
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�ESTIN� <br />j.V y�S �45n�B <br />q`� ` � ��A <br />• � <br />�� ia <br />p a <br />< <br />�`y� o��N <br />e <br />C'hfFF5AN0����` <br />PITTSBURGH TESTING LABORATORY <br />[sreausvm �eai <br />826 N.W. 49fh STREET., SEATTLE, WASHINGTON 98107 <br />AS A HUTUAI. PROTCCTION TO CLICNTS. TN[ pl10LIC M1N� OUPSCLVCS. ALL PCPOPTf <br />/�PE 9UOMITTCU AS TNC CONfIpENTIM1L PROPEflTY Of CLICNTS. AH� /�UTNOPIl.�110N Order No. <br />iON OUOLICM1TION JF 9T/�TLM[NTS, CONLLUSIONS CP CATN.�CTS FROM (�fl HCLAMOING <br />OUX PCf`OflTS IS NE6EPV[O PENDING OUN WPRT[N APPflOV/.l. <br />Report No. <br />FOFM o002-f��SE <br />CONCRETE TEST REPORT Clicnl's No. <br />Date Moulded 7�2�6 Reported 7�,'JA-f�fi - <br />Project —Sfl7LMarChY-Park3ng.Facilities <br />A� —_EYesett�_Washington <br />Contractor �UQh_GOItSLT11CL1QI1-CA• — _— — — <br />Reported to NO�II_JdCObSO[1 <br />Concrete Supplier_��DC�B�-$2�.-g-iiTtV61 -- <br />Quantity Represented�.�_ Cu. Yds. Sp�cimens made by G�_$a�yy� No. $ubmitted�_ <br />Lacation oF pour (per information from job-site) <br />---- �S�e-Attachad)--- <br />$irength requiremem _��Q psi ct 28 days Mix Desiyn No.: <br />MATERIAL PROPORTIONS USED (Qua�titiez per cubie yard of eoncrefe) <br />Cement_ Ibs. 6— bogs Typc_L _ Brand _ _ <br />Fine Aggregate ($$D) _ Ibs. $ource _ TYPe� <br />Coarse Aggregate ($SD)— Ibs. Size-1� Source ____ Type: <br />Coarse Aggregote (SSD) Ibs. $ize $ource _ Type: <br />Water Total _ Gals. Gals./bag; Actuol $lump _In. <br />Admixture: Amount 3 4 O2��Q�'yk. Kind ��yz_ <br />Admixture: Amount ib.__p@�B�C• Kind__�py201�#h�.O�-N-- Entr. Air o <br />Temperafures: Air_ � °F Concrete °F Weather_____SIllf[ly-- -- <br />Mixing: Central Mix ❑ Truck Mix Q Jab Mix ❑ <br />Above data obtained from: PTL Inspection �J Projecf Engineer ❑ Coniractor ❑ <br />Concrete Supplier ❑ Other �(Designate)_ <br />Cyls. delivered to laboratory by: PTL Q Confractor ❑ Enqineer ❑ Common Carrier ❑ <br />Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br />SPECIMEN <br />N.ARKING <br />lA <br />1B <br />1C <br />AGE LABOPATORV ORTE <br />DAYS NUMBER RECEIVEO <br />7 4270 �7-26-77 <br />28 4271 I7-26-66 <br />28 I 4272 17-26-66 <br />OATE TOTAL I UNIT REPORT <br />TESTED LO/D-POUNDS LOPO-P.5.1. NO. <br />� 7-27-66 76,50J 2670 1 <br />8-1i-66 <br />I 8-17-66 <br />I`- - -' -- _ — -- - <br />Day tests previously reported <br />Remarks: _ GCi6-3�NJPI�811-JeCObSO(1; Jr.------ — <br />— -i-&upt-of-Bldgs� — -- <br />— 1-Baugh= GonsS:ucLion-Co.-- <br />� RespectFully sub i ed, <br />PITT URGIt TEST NG BORATORY <br />- - Distric anager <br />
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