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BORNEO MANUNGGAL PRATAMA

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Prcyek JALAN TOLI- SEGtdIEN 34 (KARANGJOANG - KKT KARIAGGAO)

Source Cf Material PALU

MIX DESIGN CONCRETE fc'zo MPA

Type Material Source Of lr{aterial SpGr ( SSD ) Type Cement
Sand Ex. Palu 2,569
r\gregate tof:s p1* 2,614 OPC - TYPE I
Ex. Palu
Agregate zo/3o mm 2,658
No. Item Calculatiol
1 L,1. Charecteristic tc'20 MPA at 2B days Proportion rlefective 5
percent
1,2 Star.rdart Dcr,iation or l1ot data 4,5 l,{PA
t-,3 Margin IK=1.64] 1,64 7,4 tlPA
'farget Nlaeu Strenglh
L,4 27,4 i\{trA
1,5 Cer.nent 1'ype OIC Premium
i,6 ; Coalse
Agregatc: Typc Crushed
Agregate Type; Fine Uncrushed
11
Free Water Cetrien l{atio 0,55
2 ?,1 Slump 1A LZ cnl
2,2 lvlaxirnilnr Agregate Size i :. 3$ .,, INIlI
1) Free !tr/atcl Content ltr
3 3,1 Cement Contenl 180,0 0,55 330 kg

4 ,1 1
Relative Density Agregate 2,606 t1n:.3
,L) Volume l{atel" 180,0 1" 180,0 1tr
4,3 Volume Cenrent 330 3,15 144,7 dm3
4.t+ . Air Conterr 1.5Y0. i.5,0 drn3
4.6. Volume Additive"D" iPlastiurent VZJ 0,30'/o 0,it4 drrr l.J

Yolume Additive "F" dm3

zt.). Volnme Pasla 300,5 drrr3
4.8. Volume 1000 699,5 dm3
i) 5,i Agregate Coutbined C0l1teut 2,445 x 699,5 1.822,9 r(g
5,2 Fine Agrcgatc Content 4ZD/o x L822,9 765,6 Kg
5,3 Coarse Agregate l0,i 20 Content 33o/a x 1.822,9 601.,6 Kg
qL Coarse Agregate 20/30 Content 2SD/o x t822,9 455,7 Kg

Fine,ilgg
Air Conterrt
Cenrent Water' t.. i\gglAl2A C. Agg 20130 Add TiP
Quanritres IKg) (Sand)
IKsl {Ltr} ( xe.) (Kel 0(el Lrr
233:l l.5L1h. 330 180 / oit,o 601,6 +5J,1 3,84

Volume Concrete (lvI3l 0,t)15 0,105 0,180 il,298 0,23{) 0,171 0,000

1,00

DireksiTeknis Konsultan Supervisi Penyedia Jasa Ready Mix Concrete

PT, lndec lnternusa-KSO PT. Bomeo Pratama

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