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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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Last modified
5/1/2019 2:47:20 PM
Creation date
3/9/2017 1:04:21 PM
Metadata
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Template:
Address Document
Street Name
WETMORE AVE
Street Number
2801
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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JQ.<+,yaST�M���eo PITTSBURGH TESTING LABORATORY � ��.,� �.�.., , _� <br /> �-:I�� �a oreeuewmieai <br /> � � 826 N.W. 49fh STREET., SEATTIE, WASHINGTON 98107 <br /> ,o �/ a <br /> L � <br /> S A MYTII�I PROTCLiION TO CLICNTf. TMC PUBLIC M1HO OVIISCLVCS. �1�1 �If1�OPi5 <br /> � 1 �V\y I.P[ SVBMITf[O /.S TMC CONf10CMTIAI PPOFENTV Of CLI[Hi5 I.NO /.lI:�OPIZ�TIOM Order No. <br /> yC/,'y� � y (ON �'11B�IC1TION Of STATCMCMTf. CONfLIIfIONS(1N [iTP�GTb lP7M 011'N[G/�PDIML <br /> ���q5�N0'�Nt� ovn avoars is nucnveo rcnoine ovn wniitcr� evrnave�. <br /> Report No�`� <br /> CONCRETE TEST REPORT Client's No. <br /> DateMoulded____ ____.___._.__ Reporte: _ _ _ <br /> Project --- ----- --- . . � _ <br /> At ---- - <br /> Conir, �tar _____ . � � <br /> —._.._— ____—____._.__ _ ___ _. _ <br /> Reponad To---- � ---'-- .. . --- —-- --- ------- - - <br /> Concrete Supplier___,_�_ ___ __ <br /> Quantity Represented__.` Cu. Yds. Specimens made by No, $ubmitted <br /> Location of pour (per informotion from job•site)_- �___-__ �___.__ <br /> Strengih requirementJ i psi at 28 days Mi;� Design No.: __ <br /> MATERIAL PROPORTIONS USED (Quontities par cubic yard of concrete) <br /> Cement___ Ibs. ___bags Type � Brand <br /> Fine Aggregate (SSD) ____, Ibs. Source___ . _ Type: _____ <br /> Coar�e Agqregate (SSD) Ibs. $ize___ _.Source__ __._ __ Type: ___ . <br /> Coarse Aggregate (SSD)— — Ibs. Size_ � $ource _.__ Type: <br /> Water Total __ Gals. Gals./bag; Actual Slump � ' In. <br /> Admixture: Amoum � Kind � _ <br /> Admixture: Amount__ __ _____.. ____ Kind_ �._ _____.. __ ._.___- Enir. Air o <br /> Temperatures: Air _ `F Concrete,__ _ __°F Weather - ___ .___. <br /> Mixing: Ceniral Mix ❑ Truck Mix � .lob Mix � <br /> Above data obfained (rom: PTL Inspedion � Projed Engineer ❑ Coniractor � <br /> Concrete Supplicr ❑ Other � (Designate) <br /> Cyls. delivered to laboratory by: PTL Q Coniracior ❑ Engineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSI�/E STRENGTH Arr,.a 28.27 Sq. Ins. <br /> li SPECIMEN RGE LABOH4TORY �A1E � DPTF I TOTAL UNIT REPORT � <br /> MPRNINO OAYS NUMBER RECEIVED TESTEO �LOPD-POUNOS LOAO-P.5.1. NO. <br /> .n <br /> , _ _,, �; .;�7° ?;,i-�_ �_ . - �55�00�; ,�,ro ;� I <br /> � , : -. 1c,`��u ?'%:I. . _, ._ ,r,,�oCn ;;.;�^ ��' �, <br /> .'�' '.li � -_',[�C. 'i �... -.� �i._. . .. � <br /> L"—" ��' / . " ___ "' _ _ � _ _ _ . <br /> 7�� Doy tests previously reported <br /> Remorks: _ . ..'.�� ... .,.�- _ . ----- —� - - - - <br /> Respectfully submitted, <br /> PI URGH TESTING ORATORY <br /> � <br /> Disiric nagcr <br />
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