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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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BASE FILE
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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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��tiESTINC�' PITTSBURGH TESTING LA90RATORY � �-��- �� ��^-�F- <br /> �,e,,� ,,,.eo <br /> ���i � ��� [ci/.eLISM[o Inel <br /> _� 826 N.W. 49rh STREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> < <br /> es e rnoruei rnor¢rioH to c�¢v.z. mc ruouc �wo ounsavca. eu rtcvon+s <br /> �"5��. °`��`O no sunrmm �s re� conrme«.u� vnoren.r or cur.His. •wo wmon¢enon <br /> C " � y �ON ViIpLIC/.il(1M OI 51/.T[M[HTS. CO CI_1151DN4 OF [�Tq�CTS fROM OF P[GIROIMf. Order No. <br /> yf�q51q0�N�� oun ncvon.s is nocnveo�v�Hoine oua wniircr� �rraove�. � � <br /> Report No. ... <br /> CONCRETE TEST REPORT Client's �o. <br /> Date Moulded � � - _ Reported � l?.-•C-6 i <br /> � , , . � <br /> . 01 1��_'i C.1': �:_... .:.. _ _. <br /> Project_._ ._�____.__ __ .... ____— _ __—_._—_ .. <br /> A1 ___ CPCtLt '��:•' <br /> Coniractor +1g11 CORG'co � <br /> Reportedto_ ----- =�h.^`�'- -- -- _ -_ <br /> Concrete $upplier___ �_^� �' � '. ______ _ _ <br /> Quontity Represented___��. '�� Cu. Yds. Specimens made by �c_^.�hcir, No. $ubmitted� _ <br /> �ocation of pour (pei information 4om job•site)_ � ���.� __ - ��_a�'� :'�o" ^oLt'Gh lt^11' . <br /> Strength requirement__�__. _,_ _ _ psi ot 28 days � Mix Desipn No.: _ __ __ <br /> MATERIAL PROPORTIONS USED (Quantities per cuLic yard of concrete) <br /> Cement.—__--- _— Ibs. __ : _._ bogs Type. _ _ � ._. Brand— -. . -----.— - . <br /> Fine Aggregate (SSD) .__ __ Ibs. Source. ___ _ _ _____ _ __ _ _ Type:_ _ <br /> Coarse Aggregafe (SSD)_ _____ Ibs. $ize_____ __Source_ __ ____ Type: _ ___._ <br /> Coarse Aggregate (SSD) . _—__ Ibs. Size__-. '_. ___Source Typc: __ <br /> Water Total --------.-- Gals. --.-- ----__--_—Gals./bag; Actual Slump--_-___- - - In. <br /> Admixture: AmounL _. '_ __. .— ---. -- Kind ' - --_ %•:� 3-� C��=., . _ . <br /> Admixture: Amount.. . _ .,_ _ - _ __ Kind_ �Mr. Ai�_ _ °� <br /> Temperaiures: Air__ _ _ . "'F Concrete_ `F Weather ___.;_ _ __ <br /> Mixing: Ceniral Mix ❑' Trurb Mix � .lob Niix � <br /> Above dota obtained from: PTL Inspection [] Projed Engineer � Controctor [] <br /> Concrete Supplier � Other � (Designatc) _ _ __ _ <br /> Cyls. delivered to laboratory by: PTL � Contracfor � Engineer � Common Corrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 78.27 $q. Ins. <br /> SPECIMEN NGE� L/BOq/.TORI O4TF. DPTF I � TpTAL UNIT � REPOFT I' <br /> M�HNING ORYS � NUMBF� 9FCF.IVF� TF.STFO �LOAp� P0UNO5 LGAO- �.5.1. NO. �' <br /> , . —. __ . . ... —.— — _—_.—. i. _ _ '.—_ __— .I. ._—'_._ <br /> I <br /> .__ ., ; .. :'�i `..L , i? 7_'_ S°„C�OJ 3.OG t <br /> 28 B z8 io95� ii�7 �2-? 159L50o 5640 60 <br /> z3 c z8 J.O�,rj,"y` i�a7 lz• ' i59,o� 56zo 60 <br /> - � — _ _ _ . _ � <br /> 7b _ Day tesis previous�y repor}ed <br /> Remarks: � . ���''n �Jt��pUsc:;i <br /> . o:: L'J�lgr,. <br /> . U(;n Cn:16i;�. ____' —.___ _ _ <br /> -- _ — 9 t�.�i _' . _ _. . . _ . _ <br /> Respectfully s itted, <br /> �l TSB�ESTIN ABORATORY <br /> ` � <br /> , Dis i Monagcr <br /> ) <br />
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