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FC 15

1. This document provides the mix design for concrete with a characteristic strength of 15 MPa that will be used for the Jalan Toll Segmen 3A construction project in Palu, Indonesia. 2. The mix includes type I OPC cement from Palu, fine and coarse aggregates from Palu with specific gravities of 2.569 and 2.614-2.658 respectively, and a water-cement ratio of 0.56. 3. The mix design lists the volumes and weights of cement, water, aggregates, and admixtures needed to produce 1 cubic meter of concrete with the required strength.

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80 views1 page

FC 15

1. This document provides the mix design for concrete with a characteristic strength of 15 MPa that will be used for the Jalan Toll Segmen 3A construction project in Palu, Indonesia. 2. The mix includes type I OPC cement from Palu, fine and coarse aggregates from Palu with specific gravities of 2.569 and 2.614-2.658 respectively, and a water-cement ratio of 0.56. 3. The mix design lists the volumes and weights of cement, water, aggregates, and admixtures needed to produce 1 cubic meter of concrete with the required strength.

Uploaded by

deasyaja1212
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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PT.

BORNEO MANUNGGAL PRATAMA


Tanggal 25-Apr-23
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1::i',r r*,.i {. r}rtlL \ii}j11,, 1 befcndcfi!1fi}djo* JIBIF#rAY&

Proyek JALAN TOLL SEGMEN 3A (KARANGJOANG - KKT KARIAGGAO}


Source Of llaterial PALU

MIX DESIGN CONCRf,TE fc'r5 MPA


Tlpe Material Sourte Of Material SpGr ( SSD ) Type Cement

Sancl Er. Palu 2,s69


Agregate ro/zo mrr
Ex. Palu
2,614 OPC. TYPE I
mm 2,658
No. Ilem Calculatioii
1 1,1 Charecteristic Strength f'c'15 MPA at 2B days Proportion defective 5
percent
1,2 StanclartDeviation or not data 4,5 MPA
1,3 Margin (K= 1.64) 1,64 7,4 MPA
1,4 'larget Maen Strength ?2,4 &IPA
1,5 Ct-.nrcnt Typc 0PC Premium
1,6 .Agrcgate Type : Coarse Crr.rshed
r\gregate T1'pc : Fine Uncmshed
1,7 Free Water Cemen Ratio 0,56
) 21 Sl'.rmp 10r2 cn]
')1 Maximuur Agregate Size ,, .',3€.'' : )Ilr11

L,J F'r'ec Water Conterlt Itr


3 3,1 Cement Content 180,0 0,56 275 kg

4 +,1 Relative Density Agregate 2,606 tlml{


4,2 Yolune Water 180,0 1 i 80,0 Itr
4,3 Volume Cement 275 J, r i) 87,3 dm.l
Ail Conten 1s%. 15,0 drl3
4.6. Volume Additive"D" [Plastiment VZJ 0SAYa 0,70 dm3
Volume Adriitive "F" rinr3
4.5. Volurne Pasta ZB3,O dm3
4.8. Volume 1000 7\7 clnrli

5 5,1 Agregate Combineei Conter)t 2.5C6 x 717,0 1f]68,6 r(g


5,'Z Fine Agregate Content 428/o x 186U,6 784,8 Kg
5,3 Coarse Agregate 10/20 Content 33o/o 1868,6 616,6 Kg
5,4 Coarse Agregate 20130 Content 2So/a x 1868,6 467,2 Kg

Irine Agg
Air Cement Water C. Agg 10/20 C. Agg 20/30 Add. Tip
Quantities IKgJ ISantl)
Content
(Kgl ( LrrJ {Kg) {Ke) {Kgl Ltr
L.5%, 275 1Bt) 784,8 blb,tr 467;2 fi,7{)

Voiurne Concrete (M3j 0,t)15 0,087 0,180 0,305 0,236 0,176 0,000

DiketahuiOleh Diperiksa Dan Disetujui oleh Diajukan Oleh Dibuat Oleh


Direksi Teknis Konsultan Supervisi Penyedia Jasa Ready Concrete
PT. indec lnternusa-KSO PT Pralama

w pl

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