Vimix RendY Mix (JB ) Sdn Bhd(925S0S-r)No!2,JaltnTemenggungI$,OffJrhnSpJ*ti'Tnmtn$entos*F*rd*ne'41200Klang, SelangorDarulEhsan'offietTel:0}.516245}1,0}.5r6l4532'03-s162t952F*x:03.51611953T ROJECT : Cadangan pernhinaan 3 BlokPangsapuriI8:TingkatDi AtasLot PTD?s4064. DATE:?810512014Mukim Plentong;Daerah JohorBaltru'CONTRACT0R: Kimlun SdnBhdMIX CODE:C30Pvl2Hl0NCONCRETHGRADE :3QPSP30.00N1mm}100*25mm4,50Nlmmt7.50N lrnm?37.50N I mm':0.530.53l.lCharacteristicStrengthx 28 daysl.?' Slump1.3 Standard deviation1.4 Margint.5 TargstMeeflStrffiSthl.S Ftee - Water/ CementRatiol.? Free- WaterI Cament + Cernentitlousftatioa2,1 Ceme,ntTYP*3,1a CcmcntBrand2.2 CementitiousMaterialDosage Rate2.3 Fine AggrcgateTYPg2.4 CoarseAggrogate2.5 AdmixtureIDosageRate2,6 Admixture 2DosageR.ate].1 SpecificCr^avitiesOf MaterialsCementNit3.151.004.1 Ma'rirmm Aggrega*$ire4.2 Orading0f FineAggregale4.3 Proportion 0f FineAggregarr4.4 tipeol{icfiraviry Of CombinedAggreg*te$,1 llree r WaterRequirement5.2 CementContent5.2aCimentkiousMatcrial5.3 Air Content5.4 Total Agg Cont{ i ). '. ..( iv )5,4aTnt*lAgg Cortenti kgI m" )5,5 FineAggregatcC$ntor$*t5.6 CoarseAggregeteContentet6.1 Designed$ensitY (}f Concrete7 -lRemarks: trr achieve aMin.of ?0 % Targetmeaxl $tre'ngth @ 7 d*ysOrdinaryPortlandCancntTWcIHolcim,CcmentNII.NILM Sand ZoncNo' :2$6runitnRS?33$.20 Lit. Fet 100 kg crntRF6IOI.i0 Lit"Fer I00kg cmtFine Aggregate 2.62fu:arseAggregote 2.62l0mmFine41aA2"62,155 kgI m3 * i55.00Li$e$Ab$ I ml. ( i )380kSlms * 120.63 LitresAbs/ml.(ii )0kg I m$ * 0.00Litres AbsI ml' ( iii )l"$0% * 10"00LitrcsAbs/ m3.{ iv )* 65S.$0 LitrcsAbsI mr* I?03.0$ksinl:43% * 724.00k9/mI5?% * 979.0S kg / ntl*?23& kglmsSUMMARYBATCH WEICHTS( $SD) PERCIJBICME'IRECEMENTOTHHR WATI:T{ FINECSAR$SK$KSKGASS KGAG$ KG38r).000.00155.00 ?24.009?9;$0ADMTX 1 ADN4trX2LITI.IT0.?64.5S