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Tabel rancang campuran beton
Mutu Beton pada umur 28 hari =...................Kg/cm2 pada umur ……….hari
Standard Deviasi rencana =..................Kg/cm2 (diketahui/ditetapkan)
Nilai Margin = .........x ………..= ……………………..Kg/cm2
Kuat Tekan yang ditargetkan = ..................+…………..= …………….Kg/cm2
Jenis Semen = Type................
Jenis Agregat Kasar = ............................BJ SSD agregat kasar = ..........
Jenis Agregat Halus =..............................BJ SSD agregat halus =.......
Faktor Air Semen ( fas ) *=.........................
Fas Maksimum *=.........................
* Pilih yang paling kecil =..........................
Diameter maksimum agregat =...................mm
Nilai Slump rencana =...................mm
Kadar Air = .............Kg/m3
Kadar Semen **= ..............Kg/m3
Kadar Semen Minimum **=...............Kg/m3
** Pilih yang paling besar =...............Kg/m3
Fas yang disesuaikan =..........................
Gradasi agregat halus =....................Persen lolos aringan 600 µm = ………..%
Persentase agregat halus =.....................%
Persentase agregat kasar =.....................%
BJ agregat gabungan =.........................
Berat Isi Beton =..............Kg/m3
Kadar agregat halus =..............Kg/m3
Kadar agregat kasar =..............Kg/m3
KEBUTUHAN BAHAN PER M3 BETON
Semen =.................Kg
Air =..................Kg
Agregat Halus =..................Kg
Agregat Kasar =..................Kg
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