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OJp���`:' °:+ PITTSBUt2GH TESTING LAF30RATORY �onuaoot.e.ac <br /> ����9 <br /> �J � y �..uu�wm �u� <br /> a ` ' a 826 N.W. d9�h STRF.ET., SF.A7TLE, WASMINGTON 98107 <br /> + � u � wuro�i vwormr�ow ro c�nr�rs i.r Pi.e� c +no nuJs�iv�e. .�i �nrr,Wra l <br /> �q�4, i'�H �n[ fu�u�i.m �s nrt coe��o�.nn�i. nvnn�.nrr rr ci..iare �r�o .�iean�innoH QfdG! NO. :,l'+ �J���� <br /> C,4f�q 5,1 n 0����\y roe .veucu*�^ nvowte���e s�cnvm�r�Hu�nr�u�w w4�ntcw���r4ovnw occ�no�na ' <br /> � � Report No. Lvv r, <br /> CONCRETE TEST REPORT <br /> Client's No. D-��9=�-i19-0900 <br /> Dme Moulded—la��1-%9 ___ Reported_LiIl�`1— _ ___ <br /> Project �9ElII� �vrYL't..LL.iGlIlL}t.�:l)��_..1551:G1�11�� � _ <br /> 1 <br /> n�— �veLett-------. ----- �;9�.=��E2s3�_42-�53601�� <br /> Contractor_ Tho .1v c t i n_�pmF:uly' _ _----- --- <br /> Reporred ro___See�elpiq--__-- <br /> Ccncrete Supplier �.cnri;�i,t� :;.;llu_�(i1;1Ye�— -- <br /> Quantify Reprosented.__�iII,—Cu. Yds. $pecimens made by—___v_�.�CQCLC'.Y No. Submifted <br /> Locaron of pou. SLab line 1� .0 beCtreen__C�.uinel _____ _ <br /> $trength requirement _ _y.�Q�—_-- --- Psi at 28 days---------- - <br /> MATERIAL PROPORTIONS USED (Ouanfitios par cubic yord oF concrete) MIX No.: ('.1 ns� {'_ <br /> Cemmt._�573_Ibs._� bags Type_ Rrand_ <br /> Fine Aggregme (SSD) _ 1.3�.Q— Ibs. Source ___ . Typr._._ <br /> Coarse Aggregate �SSD) _ `� �__Ibs. $ize ��1i" Source ___ Type: <br /> Coorse Aggregate 1SSD) — .Ibe. Size___$ource______ _ Type: <br /> WaterTotal__��9_�:7�._GoGi':_ Gals.,bag - i7 �;ils (iioC :�.�ter� <br /> Admixture: Amount ._.1]__II.:-.______ Kind �OL:inliL�Li11�J1—_____ _ <br /> Admixture• Amounl_____ __ Kind �1,�L�:1L1�'��1.:..:�1t,�1 <br /> Above information obtained from: PTL bafching inspection � Project Engineer � CoMractor [] <br /> Concrete Supplier � Other ❑ (Uesignate)_ _ <br /> Entr. Air o Actual Slump__�� In. � Tickef No.: ��13 T'< :=1 11 <br /> Temperafures: Air _ '+1 _�I° Concrefe __.�1 `F Weofher Q'y_e,LC15t_ <br /> Mixing: Central Mi■ � ?n�ck Mix � 1ob Mix � <br /> Above $ire Information obfained (rom: �'TL Inspection � Project Engineer � Contractor � <br /> Concrete $upplier [, Olher � (Des�gnote)____ <br /> Cyls, delive�ed to laboratory by: PTL Q Contractor ❑ Engineer � Common Carrier ❑ <br /> �_ _ -_---- ___' - -____ ._ _.. ..- � --- --- --� -� ------,-- <br /> _ _ m`�— <br /> Cylinder Size 6 z 12 Inches COMPRESSIVE STRENGTN Area 26.27 Sq. Ins. <br /> SPFCIMEN �GE L�BOq1TO��Y�—��TF. oATF I tOt�L UNIT REPORT <br /> N�RNING 01Y5 NUMBER FECEIVE❑ TESTEO I L0�0•POUNDS LO�D • P.S.I. Nf1. <br /> ._. __--_—�--._—_—_ — _l— <br /> � 1�� .1 7 w07 1-73 1-36 77,OOU 27%0 140 �� <br /> � 1.�i4 l3 �g 4�� Z�LV � <br /> 134 C 28 µ09 2-1� ; <br /> �---- —--�---- -------- - - — n <br /> • Day tests previoucly reporfed � < � r;� <br /> � <br /> Remarks:_ CC: 3 liOgyy1�n:�in in�> n. Cnnsf .,':,ttnc ! rrY C1-prn�tc:�: ,r-� <br /> � ti�;,ttlr p'I'1 � � <br /> 1 .111'`:1 tuL-i�a-�Ce ��t��Cs�ye.terson � • <br /> lin'.}- ?t,.-1-h _ <br /> _ i .;sy�ti::ti�:_:i..tui_;:_4 r__s'�L---- <br /> ,, <br /> Respec�ful�ylsubmi tNd, <br /> PITTSBUqGH TESTING LABORATORY <br /> �. <br /> i <br /> �k. �e;,,1�G / --- Distric onaga� <br />