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<��(S71N��, PITTSBUF2GH TESTING LABOFZATORY � �-�� - �-� � =�� <br /> rOJ�.�T~+`O\�y isr�eusHro �nm <br /> �J '=19 826 N.W. d9�h STREET., SEATTLE, WA�SH�INGTON 98107 <br /> I �s e rnv.w� rno•rctian ro cucvv. �Ho nuouc n unsr.�vcs •�� ncrovrs <br /> :i-r C � �no suornmm ns rHc .oHnocNn�� rnorcm� o curNrs, nrvo eomonrznnov Qtdcr Vo. fl'��i� <br /> � ���� �`� ror ruouunon or z..rc.¢x.s, co�cws�aNs anrcrnucis raor. on n�cnnoivc <br /> ��'�¢ "`%�� ovn ncrcars is av.�nv�o rirvoivc oun nnn.cH �rraovn�. <br /> �.iqNO� $ <br /> Report No. <br /> CONCRETE TEST REPORT Client's No. <br /> Date Moulded____ _ II�15"� ._ _. . ___ Reported _____. �+"'eTev ____ <br /> P,o�„�,---_------Everett - Bon Nlarcho Parki.ng_Faoilities-_-- - <br /> - - <br /> At Sz'eretL� Wa�thi.ngton - - <br /> Coniractor . � - - -�--..._�tLt�� �O�titT�lc:L10II QO. ____ _ __ . . <br /> Rr.porled �o___ . . p02'�R71 JfiCObB011 _ _ _ _ <br /> Concrctc Supplicr , AH�OC1eL[!c� Sppd & GMiVCl ___ _ ___ ____ _ <br /> QuaMity Represented_ _ �__ Cu. Yds. Specimens made by �3. .S1II�CTg__ No. Submitted___j_ _ <br /> Loc tion of our (per information from jab-sitc) ._ l'7gu �130_.1J fl'OIO Q t.0 Ci �O .@S.OP._�3.�-.A� - . <br /> �1 ��CT' �.InQ P.C. P�16 <br /> Sfrength requirement __ .� � . _ . .._ psi af 28 days Mix Design No.: . . . .. . <br /> M4TERIAL PROPORTIONS USED (Quantities per cubic yard oF concrete) <br /> Cement .. . ___ _ Ibs. _ _ _ .G _ __ bags Type_ _� _ _Brand__ _.___ <br /> Fine Aggregate (SSD) ____ Ibs. Source . __ _ .___ ._._�_ . .._._ _ Type: _ <br /> Coarse Aggregate (SS^`. —Ibs. Sim_ __ $ource_ __._. _ ._. ______ Type:__ _ <br /> Coarse Aggregate (SSD) -.. Ibs. Size__�t_—Sour�e_._____._—.- _ _-_ Type. _____. <br /> Water Totol ______ __ Gals. __ ___GalsJbog; Actunl Slump_____� _ _In. <br /> Admix�ure: Ainount--- - _----__-_-__---- Kind --_ -- -- . . _ . .---- - - <br /> Admixl�re: Amount__ _ _ . _.__ _._—_ Kind__ . _ . . __ _ _ __ Entr. Air °o <br /> Tempewtures: Air �.__ "F Concrete.__ ___.�F Weather . .P'8�i` .& $11TIA}C _ _. ____-- . <br /> Mixing: Cenlral Mix � Truck Mix [}� Job Mix ❑ <br /> Above data obtained from: PTL Inspeclion [�j Project Engineer � Contractor � - ` <br /> Concretc $upplier ❑ Othcr � (Designate) . __ __ __ _ �� <br /> Cyls. delivered to Iaboratory by: PTL [X] Contractor ❑ 6igineer � Common Carrier ❑ <br /> Cylindcr $ize 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> '; SPECIMEN /•GE LABORATORY � OATF �' D�.Tb � TOTRI UNIT � RFPORT <br /> MI.RHING OAYS NUMBER �ECE'VEU T[STLC L��PO-POUNOS LOAO-P.S.i. NO. <br /> ._ _——�__— . ___ _ ._ ___. . . _ _ _ ' __ _�—_ _— <br /> �I I <br /> ' 7 A 7 57G1 £i-18-66 8-22�66 i yo�0oo 248o I 8 <br /> I y s 28 5762 ' 8-i8-66 9-12-�66 I <br /> i7 C i 28 5763 8-18-66 9-12-66 �il � I ' <br /> � ------ I-- -- - ' i I � __ <br /> .__ . __ _ Day tesis previously reporfed <br /> R�mo�ks: ee: 3-Norman Jncoboon Jr.- __ ----. <br /> ----- _ - 1-Supt. oP B1dSs. _ __ <br /> — -- _2-Haugh Construction ---__ - ---- - -- <br /> 2»PTI, _ _ <br /> -- - <br /> �m - — <br /> Respectfull ubmitted, <br /> ITTSBURGH �S I LABORATORY <br /> ` �1 � <br /> \ \ �s �ict Managcr <br /> V <br />