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QG�'���T'MC�4p PITTSBURGH TESTING LABORATORY ����-�•� - � - °-��� <br /> 0J ��09 LS1wOLI5X[O If.�l <br /> '"- � : 0 826 N.M'. 49th STREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> � .nurun� vno*cc*ioe ro cuc�*s. r�o ruouc nnn ounsc�v�z. eu n�row.s <br /> �"�r � a ti �nc sunwr..m +s i�e mrvnocnnr.� rnore.nrr or eue��s, eHo .vi�ona�now Qrdcr No. $li�-�:�1�17 <br /> 1C��. a "� ron ruouuno�+ or srnrtrncH+i corvuusmrvs on oxTrtecis rnow oa nccnnme, <br /> 'y � � 5'� OUR fl[I`ORiS IS PCfCPVC01�[YC�MC. OV�! WPITTLN �PPPpVAL. <br /> fFqS ANO�Nt _ <br /> Report No. 1�' <br /> CONCRETE TEST REPORT Clicnti's No. <br /> 0 1 c:6 9/16/66 <br /> DateMoulded_ _ _����- __ Reported --- -------- <br /> P�ojec�— Ron tf�:che Parkinp, C�aci�itxes <br /> -- - -- - - - — - - <br /> A1 �?Qcre�t� "ashington <br /> -- - - -- -- <br /> Comracror �2�gh Construction Company _ _ _ <br /> Reporfed �o___ ?�onnan Jaeob�on _ __ _ _ ___ _- <br /> Con«�f� S�pPl�er �lssociat-ed. Sand anc' Gravel __ <br /> Quontit Re resented ��1 Cu. Yds. S ecimens mode by �' ��ber� No Submitte� <br /> Locotion of pour ( er �nformotion (rom �obPsife)__��all 1in8 �'�n �I'Ofi� '�0 T�f ���1 �OZ f�g9 � <br /> _ (n;.i3.0)(2)�_ (a�.l3.oj_{3)�__(c_13.o)�2}� -(C�13:0,i�3�------ <br /> Shength requirement ____ _JQ�_ —_ psi at 28 days Mix Design No.: - <br /> — ' MATERIAL PROPORTIONS USEDSQuantities per cubic yard of concrefe) <br /> Cement_ _ __ _ _ Ibs. _.�—_bags Type 1_. __.Brand. _. . _—__ <br /> Fine Aggregate (SSD) _____Ibs. $ource._____ - - - ----- - - —_ Type:_ _ <br /> Coarse Aggregate ($$D) Ibs. $izc._ Source — __— Type:_ <br /> CoarseAggregat> (SSD) Ibs. Size _3�_$ource__..—___ Type: _ <br /> Water Total _ Gals. Gols.ibag; Actual Slump� _In. <br /> Admixture: Amount���� Kind_��i,�h —_ � <br /> Admixture: Amount_ 4 i d •_ ___ Kind_ . _ Entr. Air � <br /> Temperatures: l�ir__ `�F Concrefe _ °F Weather . <br /> Mixing: Central Mix � Truck Mix �( 1ob Mix ❑ <br /> Above data obfained fram: PTL Inspection [�( Projecf Engineer ❑ Contractor � <br /> Concrete $upplier ❑ Other ❑ (Designatc)_ __ — <br /> Cyls. delivered to laboratory by: PTL �f Coniracinr ❑ Engineer � f:ommon Carrier ❑ <br /> - - - �- - - � -- -------- --- � <br /> � ---- ---.__ . ._ <br /> Cylinder Size G x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN /•GE LABOR4TORY OATE DATE TOT?L UNIT REPORT I <br /> I MARKING OAYS NUMBER RECEIVED TESTED LOAD-POUNOS LOAD-P.5.1. NO. —� <br /> l.]. A 7 I G972 9/5 9/8 88,500 3130 16 <br /> 11 s 28 ' 6973 9/5 9��9 ', <br /> � 11 C 29 6971� 9/5 9/29 <br /> �� - -�- � --- - <br /> Doy tests previous�y repoMed <br /> R�marks: _ _ ____ cc:__3�'Qc�an_Jacobson _. -_-_ <br /> i�Supt. of 91dgs. --- <br /> _2�9a�h Cor�truc'aion <br /> --- --- - --- <br /> 2-P'PL - _ <br /> --- - - - - _ <br /> t•llC '� Respectfully sub 'tted, <br /> PIT7's UR� GH TESTING L BORATORY <br /> . <br /> 1✓��.A�,� \�-�._ <br /> � Disir t anagcr <br />