example of mix design
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Vimix RendY Mix (JB ) Sdn Bhd (925S0S-r) No!2,JaltnTemenggungI$,OffJrhnSpJ*ti'Tnmtn$entos*F*rd*ne' 41200 Klang, Selangor Darul Ehsan' offietTel:0}.516245}1,0}.5r6l4532'03-s162t952F*x:03.51611953 T ROJECT : Cadangan pernhinaan 3 Blok Pangsapuri I 8:Tingkat Di Atas Lot PTD ?s4064. DATE : ?810512014 Mukim Plentong;Daerah Johor Baltru' CONTRACT0R: Kimlun Sdn Bhd MIX CODE: C30Pvl2Hl0N CONCRETHGRADE :3QPSP 30.00N1mm} 100*25mm 4,50N lmmt 7.50N lrnm? 37.50 N I mm': 0.53 0.53 l.l Characteristic Strength x 28 days l.?' Slump 1.3 Standard deviation 1.4 Margin t.5 Targst Meefl StrffiSth l.S Ftee - Water / Cement Ratio l.? Free - Water I Cament + Cernentitlous ftatio a 2,1 Ceme,nt TYP* 3,1a CcmcntBrand 2.2 Cementitious Material Dosage Rate 2.3 Fine Aggrcgate TYPg 2.4 Coarse Aggrogate 2.5 Admixture I Dosage Rate 2,6 Admixture 2 Dosage R.ate ].1 Specific Cr^avities Of Materials Cement Nit 3.15 1.00 4.1 Ma'rirmm Aggrega* $ire 4.2 Orading 0f Fine Aggregale 4.3 Proportion 0f Fine Aggregarr 4.4 tipeol{ic firaviry Of Combined Aggreg*te $,1 llree r Water Requirement 5.2 Cement Content 5.2a Cimentkious Matcrial 5.3 Air Content 5.4 Total Agg Cont { i ). '. ..( iv ) 5,4a Tnt*l Agg Cortent i kg I m" ) 5,5 Fine Aggregatc C$ntor$ *t 5.6 Coarse Aggregete Content et 6.1 Designed $ensitY (}f Concrete 7 -l Remarks : trr achieve a Min. of ?0 % Target meaxl $tre'ngth @ 7 d*ys Ordinary Portland Cancnt TWc I Holcim,Ccment NII. NIL M Sand ZoncNo' :2$ 6runitn RS ?33 $.20 Lit. Fet 100 kg crnt RF 6IO I.i0 Lit" Fer I00 kg cmt Fine Aggregate 2.62 fu:arse Aggregote 2.62 l0mm Fine 41aA 2"62, 155 kg I m3 * i55.00 Li$e$ Ab$ I ml. ( i ) 380 kSlms * 120.63 Litres Abs/ml.( ii ) 0 kg I m$ * 0.00 Litres Abs I ml' ( iii ) l"$0% * 10"00 LitrcsAbs / m3. { iv ) * 65S.$0 Litrcs Abs I mr * I?03.0$ksi nl: 43% * 724.00k9/ mI 5?% * 979.0S kg / ntl *?23& kglms SUMMARY BATCH WEICHTS ( $SD) PER CIJBIC ME'IRE CEMENT OTHHR WATI:T{ FINE CSAR$S K$ KS KG ASS KG AG$ KG 38r).00 0.00 155.00 ?24.00 9?9;$0 ADMTX 1 ADN4trX2 LIT I.IT 0.?6 4.5S
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example of mix design
Transcript of example of mix design
Vimix RendY Mix (JB ) Sdn Bhd(925S0S-r)No!2,JaltnTemenggungI$,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
