PT.

UNIVERSAL KARYA KONSTRUKSI

LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMBUATAN TURAP CONCRETE CLASS : K.350 KG/CM2
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : CV,FAJAR RAYA ABADI REF NO. :
LOCATION : Jln, KARET

QUALITY CONCRETE : K.350 kg/cm2

CEMENT : 420 Kg
W/C : 38%
S/A : 45%
AIR : 2%
ADD SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 420 : ( 3.15 x 1000 ) : 0.1333
Water : 159.6 : 1000 : 0.1596
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.3129
Volume ggrage : 1.0 - 0.3129 : 0.6871
:
Volume fine Agg : 0.6871x 2.618 x o.45 x 1000 : 809.47
volume coarse Agg : 0.6871 x 2.647 x 0.55 x 1000 : 1000.31

VOLUME DESIGN : 1 M3

CEMENT : 420 Kg
WATER : 159.6 Ltr
SAND 809.47 Kg
GRAVEL 1000.31Kg
Add/Sika 1.78 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMBUATAN TURAP CONCRETE CLASS : K.350 KG/CM2
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : CV,DEVELA REF NO. :
LOCATION : Jl, PERDANA

QUALITY CONCRETE : K.350 kg/cm2

CEMENT : 420 Kg
W/C : 38%
S/A : 45%
AIR : 2%
ADD SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 420 : ( 3.15 x 1000 ) : 0.1333
Water : 159.6 : 1000 : 0.1596
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.3129
Volume ggrage : 1.0 - 0.3129 : 0.6871
:
Volume fine Agg : 0.6871x 2.618 x o.45 x 1000 : 809.47
volume coarse Agg : 0.6871 x 2.647 x 0.55 x 1000 : 1000.31

VOLUME DESIGN : 1 M3

CEMENT : 420 Kg
WATER : 159.6 Ltr
SAND 809.47 Kg
GRAVEL 1000.31Kg
Add/Sika 1.78 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMBUATAN TURAP CONCRETE CLASS : K.350 KG/CM2
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : CV,BORNEO SARI REF NO. :
LOCATION : Jl, SAMPANG

QUALITY CONCRETE : K.350 kg/cm2

CEMENT : 420 Kg
W/C : 38%
S/A : 45%
AIR : 2%
ADD SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 420 : ( 3.15 x 1000 ) : 0.1333
Water : 159.6 : 1000 : 0.1596
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.3129
Volume ggrage : 1.0 - 0.3129 : 0.6871
:
Volume fine Agg : 0.6871x 2.618 x o.45 x 1000 : 809.47
volume coarse Agg : 0.6871 x 2.647 x 0.55 x 1000 : 1000.31

VOLUME DESIGN : 1 M3

CEMENT : 420 Kg
WATER : 159.6 Ltr
SAND 809.47 Kg
GRAVEL 1000.31Kg
Add/Sika 1.78 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMBUATAN TURAP CONCRETE CLASS : K.350 KG/CM2
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : CV,PRADIPTA PRATAMA REF NO. :
LOCATION : Jl, FLORA

QUALITY CONCRETE : K.350 kg/cm2

CEMENT : 420 Kg
W/C : 38%
S/A : 45%
AIR : 2%
ADD SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 420 : ( 3.15 x 1000 ) : 0.1333
Water : 159.6 : 1000 : 0.1596
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.3129
Volume ggrage : 1.0 - 0.3129 : 0.6871
:
Volume fine Agg : 0.6871x 2.618 x o.45 x 1000 : 809.47
volume coarse Agg : 0.6871 x 2.647 x 0.55 x 1000 : 1000.31

VOLUME DESIGN : 1 M3

CEMENT : 420 Kg
WATER : 159.6 Ltr
SAND 809.47 Kg
GRAVEL 1000.31Kg
Add/Sika 1.78 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMBUATAN TURAP CONCRETE CLASS : K.350 KG/CM2

QUALITY CONCRETE : K.350 kg/cm2

CEMENT : 420 Kg
W/C : 38%
S/A : 45%
AIR : 2%
ADD SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 420 : ( 3.15 x 1000 ) : 0.1333
Water : 159.6 : 1000 : 0.1596
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.3129
Volume ggrage : 1.0 - 0.3129 : 0.6871
:
Volume fine Agg : 0.6871x 2.618 x o.45 x 1000 : 809.47
volume coarse Agg : 0.6871 x 2.647 x 0.55 x 1000 : 1000.31

VOLUME DESIGN : 1 M3

CEMENT : 420 Kg
WATER : 159.6 Ltr
SAND 809.47 Kg
GRAVEL 1000.31Kg
Add/Sika 1.78 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMB TIANG PANCANG CONCRETE CLASS :
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : CV,FAJAR RAYA ABADI REF NO. :
LOCATION : Jln, KARET

QUALITY CONCRETE : K.400 kg/cm2

CEMENT : 460 Kg
W/C : 36%
S/A : 40%
AIR : 2%
ADD SIkA HE 110 : 5%
SLUMP : 10±2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 460 : ( 3.15 x 1000 ) :
Water : 165.6 : 1000 :
AIR : 2.0 : 1000 :
Volume of Paste :
Volume ggrage : 1.0 - 0.3136 :
:
Volume fine Agg : 0.6864x 2.618 x o.40 x 1000 :
volume coarse Agg : 0.6864 x 2.647 x 0.60 x 1000 :

VOLUME DESIGN : 1 M3

CEMENT : 460 Kg
WATER : 165.60 Ltr
SAND 718.79 Kg
GRAVEL 1090.14Kg
Add/Sika 1.95 Ltr
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMB TIANG PANCANG CONCRETE CLASS :
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : CV,DEVELA REF NO. :
LOCATION : Jl, PERDANA

QUALITY CONCRETE : K.400 kg/cm2

CEMENT : 460 Kg
W/C : 36%
S/A : 40%
AIR : 2%
ADD SIkA HE 110 : 5%
SLUMP : 10±2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 460 : ( 3.15 x 1000 ) :
Water : 165.6 : 1000 :
AIR : 2.0 : 1000 :
Volume of Paste :
Volume ggrage : 1.0 - 0.3136 :
:
Volume fine Agg : 0.6864x 2.618 x o.40 x 1000 :
volume coarse Agg : 0.6864 x 2.647 x 0.60 x 1000 :

VOLUME DESIGN : 1 M3

CEMENT : 460 Kg
WATER : 165.60 Ltr
SAND 718.79 Kg
GRAVEL 1090.14Kg
Add/Sika 1.95 Ltr
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMB TIANG PANCANG CONCRETE CLASS :
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : CV,BORNEO SARI REF NO. :
LOCATION : Jl, SAMPANG

QUALITY CONCRETE : K.400 kg/cm2

CEMENT : 460 Kg
W/C : 36%
S/A : 40%
AIR : 2%
ADD SIkA HE 110 : 5%
SLUMP : 10±2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 460 : ( 3.15 x 1000 ) :
Water : 165.6 : 1000 :
AIR : 2.0 : 1000 :
Volume of Paste :
Volume ggrage : 1.0 - 0.3136 :
:
Volume fine Agg : 0.6864x 2.618 x o.40 x 1000 :
volume coarse Agg : 0.6864 x 2.647 x 0.60 x 1000 :

VOLUME DESIGN : 1 M3

CEMENT : 460 Kg
WATER : 165.60 Ltr
SAND 718.79 Kg
GRAVEL 1090.14Kg
Add/Sika 1.95 Ltr
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMB TIANG PANCANG CONCRETE CLASS :
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : CV,PRADIPTA PRATAMA REF NO. :
LOCATION : Jl, FLORA

QUALITY CONCRETE : K.400 kg/cm2

CEMENT : 460 Kg
W/C : 36%
S/A : 40%
AIR : 2%
ADD SIkA HE 110 : 5%
SLUMP : 10±2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 460 : ( 3.15 x 1000 ) :
Water : 165.6 : 1000 :
AIR : 2.0 : 1000 :
Volume of Paste :
Volume ggrage : 1.0 - 0.3136 :
:
Volume fine Agg : 0.6864x 2.618 x o.40 x 1000 :
volume coarse Agg : 0.6864 x 2.647 x 0.60 x 1000 :

VOLUME DESIGN : 1 M3

CEMENT : 460 Kg
WATER : 165.60 Ltr
SAND 718.79 Kg
GRAVEL 1090.14Kg
Add/Sika 1.95 Ltr
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESING CONCRETE
MIX DESIGN FOR : PEMB TIANG PANCANG CONCRETE CLASS :

QUALITY CONCRETE : K.400 kg/cm2

CEMENT : 460 Kg
W/C : 36%
S/A : 40%
AIR : 2%
ADD SIkA HE 110 : 5%
SLUMP : 10±2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 30 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULTION 1 M3
Cement : 460 : ( 3.15 x 1000 ) :
Water : 165.6 : 1000 :
AIR : 2.0 : 1000 :
Volume of Paste :
Volume ggrage : 1.0 - 0.3136 :
:
Volume fine Agg : 0.6864x 2.618 x o.40 x 1000 :
volume coarse Agg : 0.6864 x 2.647 x 0.60 x 1000 :

VOLUME DESIGN : 1 M3

CEMENT : 460 Kg
WATER : 165.60 Ltr
SAND 718.79 Kg
GRAVEL 1090.14Kg
Add/Sika 1.95 Ltr
NSTRUKSI
ONCRETE

K.400 KG/CM2

0.146
0.165.6
0.002 +
0.3136
0.6864

718.79
1090.14

M. Sobar
a/n Laboratory
NSTRUKSI
ONCRETE

K.400 KG/CM2

0.146
0.165.6
0.002 +
0.3136
0.6864

718.79
1090.14

M. Sobar
a/n Laboratory
NSTRUKSI
ONCRETE

K.400 KG/CM2

0.146
0.165.6
0.002 +
0.3136
0.6864

718.79
1090.14

M. Sobar
a/n Laboratory
NSTRUKSI
ONCRETE

K.400 KG/CM2

0.146
0.165.6
0.002 +
0.3136
0.6864

718.79
1090.14

M. Sobar
a/n Laboratory
NSTRUKSI
ONCRETE

K.400 KG/CM2

0.146
0.165.6
0.002 +
0.3136
0.6864

718.79
1090.14

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRET
JOB MIX DESING CONCRETE
MIX DESIGN FOR : CONCRETE CLASS : K.Bo KG/CM2
PROJECT : DATE :
CONTRACTOR : REF NO. :
LOCATION :

QUALITY CONCRETE : K.Bo kg/cm2

CEMENT : 180 Kg
W/C : 70%
S/A : 46%
AIR : 2%
ADD SIKA HE 110 : 0.5%
SLUMP : 10 + 2 Cm

DATA MATERIAL :
Maximum size of C OARSE Aggregate : 25 mm
Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,618
Specific Gravity of Coarse Aggregate : 2,647
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULTION 1 M3
Cement : 180 : ( 3.15 x 1000 ) : 0.057
Water : 126.00 : 1000 : 0.126
AIR : 2.00 : 1000 : 0.002 +
Volume of Paste : 0.185
Volume ggrage : 1.0 - 0.185 : 0.815
:
Volume fine Agg : 0.815x 2.618 x o.46 x 1000 : 994.98
volume coarse Agg : 0.815 x 2.647 x 0.56 x 1000 : 1231.82

VOLUME DESIGN : 1 M3

CEMENT : 180 Kg
WATER : 126.00 Ltr
SAND 994.98 Kg
GRAVEL 1231.82 Kg
Add/Sika HAE 110 0.763 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : KAPING BEAM TURAP CONCRETE CLASS : K.225 KG/CM2
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : Bp. RUSLAN REF NO. :
LOCATION : Jl, PSR FLAMBOYAN

QUALITY CONCRETE : K.225 kg/cm2

CEMENT : 275 Kg
W/C : 52%
S/A : 45%
AIR : 2%
ADD /SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 275 : ( 3.14 x 1000 ) : 0.1111

Water : 143.00 : 1000 : 0.143
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.2323
Volume Aggregate : 1.0 - 0.2323 : 0.7677
Volume fine Agg : 0.7677 x 2.654 x 0.45 x 1000 : 916.86
volume coarse Agg : 0.7677 x 2.699 x 0.55 x 1000 : 1139.61

VOLUME DESIGN : 1 M3

CEMENT : 275 Kg
WATER : 143.00 Ltr
SAND : 916.86 Kg
GRAVEL : 1139.61 Kg
Add/Sika HE 110 : 1,16 Ltr
M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : CONCRETE CLASS : K.225 KG/CM2
PROJECT : SALURAN DATE :
CONTRACTOR : BP SAIFUL REF NO. :
LOCATION : JL. TANJUNGPURA

QUALITY CONCRETE : K.225 kg/cm2

CEMENT : 275 Kg
W/C : 52%
S/A : 45%
AIR : 2%
ADD /SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 275 : ( 3.14 x 1000 ) : 0.1111

Water : 143.00 : 1000 : 0.143
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.2323
Volume Aggregate : 1.0 - 0.2323 : 0.7677
Volume fine Agg : 0.7677 x 2.654 x 0.45 x 1000 : 916.86
volume coarse Agg : 0.7677 x 2.699 x 0.55 x 1000 : 1139.61

VOLUME DESIGN : 1 M3

CEMENT : 275 Kg
WATER : 143.00 Ltr
SAND : 916.86 Kg
GRAVEL : 1139.61 Kg
Add/Sika HE 110 : 1,16 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : KAPING BEAM TURAP CONCRETE CLASS : K.225 KG/CM2
PROJECT : PENINGKATAN TURAP DATE :
CONTRACTOR : CV. BORNEO SARI REF NO. :
LOCATION : Jl, SAMPANG

QUALITY CONCRETE : K.225 kg/cm2

CEMENT : 275 Kg
W/C : 52%
S/A : 45%
AIR : 2%
ADD /SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 275 : ( 3.14 x 1000 ) : 0.1111

Water : 143.00 : 1000 : 0.143
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.2323
Volume Aggregate : 1.0 - 0.2323 : 0.7677
Volume fine Agg : 0.7677 x 2.654 x 0.45 x 1000 : 916.86
volume coarse Agg : 0.7677 x 2.699 x 0.55 x 1000 : 1139.61

VOLUME DESIGN : 1 M3

CEMENT : 275 Kg
WATER : 143.00 Ltr
SAND : 916.86 Kg
GRAVEL : 1139.61 Kg
Add/Sika HE 110 : 1,16 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : U DICTH PRECAST CONCRETE CLASS : K.225 KG/CM2

QUALITY CONCRETE : K.225 kg/cm2

CEMENT : 275 Kg
W/C : 52%
S/A : 45%
AIR : 2%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 275 : ( 3.14 x 1000 ) : 0.1111

Water : 143.00 : 1000 : 0.143
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.2323
Volume Aggregate : 1.0 - 0.2323 : 0.7677
Volume fine Agg : 0.7677 x 2.654 x 0.45 x 1000 : 916.86
volume coarse Agg : 0.7677 x 2.699 x 0.55 x 1000 : 1139.61

VOLUME DESIGN : 1 M3

CEMENT : 275 Kg
WATER : 143.00 Ltr
SAND : 916.86 Kg
GRAVEL : 1139.61 Kg
Add/Sika HE 110 : 1,16 Ltr
M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRETE
JOB MIX DESIGN CONCRETE

QUALITY CONCRETE : K.225 kg/cm2

CEMENT : 275 Kg
W/C : 52%
S/A : 45%
AIR : 2%
ADD /SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 275 : ( 3.14 x 1000 ) : 0.1111

Water : 143.00 : 1000 : 0.143
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.2323
Volume Aggregate : 1.0 - 0.2323 : 0.7677
Volume fine Agg : 0.7677 x 2.654 x 0.45 x 1000 : 916.86
volume coarse Agg : 0.7677 x 2.699 x 0.55 x 1000 : 1139.61

VOLUME DESIGN : 1 M3

CEMENT : 275 Kg
WATER : 143.00 Ltr
SAND : 916.86 Kg
GRAVEL : 1139.61 Kg
Add/Sika HE 110 : 1,16 Ltr
M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRET
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : CONCRETE CLASS : K.250 KG/CM2

QUALITY CONCRETE : K.250 kg/cm2

CEMENT : 280.Kg
W/C : 54%
S/A : 45%
AIR : 2%
ADD /SIKA HAE 110 : 0.5%
SLUMP : 10 + 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 280: ( 3.14 x 1000 ) : 0.0888

Water : 151.20 : 1000 : 0.1512
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.242
Volume ggrage : 1.0 - 0.242 : 0.758
Volume fine Agg : 0.758 x 2.654 x 0.45 x 1000 : 905.27
volume coarse Agg : 0.758 x 2.699 x 0.55 x 1000 : 1125.21

VOLUME DESIGN : 1 M3

CEMENT : 280 Kg
WATER : 151.20 Ltr
SAND : 905.27 Kg
GRAVEL : 1125.21Kg
Add/Sika HE 110 : 1.186 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRET
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : CONCRETE CLASS : K.275 KG/CM2
PROJECT : DATE :
CONTRACTOR : REF NO. :

QUALITY CONCRETE : K.275 kg/cm3

CEMENT : 280 Kg
W/C : 54%
S/A : 45%
AIR : 2%
ADD /SIKA HAE 110 : 0.5%
SLUMP : 10 + 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 280 : ( 3.14 x 1000 ) : 0.0888

Water : 151.20 : 1000 : 0.1512
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.242
Volume Aggregate : 1.0 - 0.258 : 0.758
Volume fine Agg : 0.758 x 2.654 x 0.45 x 1000 : 905.27
volume coarse Agg : 0.758 x 2.699 x 0.55 x 1000 : 1125.21

VOLUME DESIGN : 1 M3

CEMENT : 280 Kg
WATER : 151.20 Ltr
SAND : 905.27 Kg
GRAVEL : 1125.21 Kg
Add/Sika HE 110 : 1.18 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRET
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : CONCRETE CLASS : K.300 KG/CM2
PROJECT : DATE :
CONTRACTOR : REF NO. :

QUALITY CONCRETE : K.300 kg/cm3

CEMENT : 350 Kg
W/C : 44%
S/A : 45%
AIR : 2%
ADD /SIKA HE 110 : 0.5%
SLUMP : 10 ± 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 350 : ( 3.14 x 1000 ) : 0.1111

Water : 154.00 : 1000 : 0.154
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.2681
Volume Aggregate : 1.0 - 0.2681 : 0.7319
Volume fine Agg : 0.7319 x 2.654 x 0.45 x 1000 : 874.10
volume coarse Agg : 0.7319 x 2.699 x 0.55 x 1000 : 1086.46

VOLUME DESIGN : 1 M3

CEMENT : 350 Kg
WATER : 154.00 Ltr
SAND : 874.10 Kg
GRAVEL : 1086.46 Kg
Add/Sika HE 110 : 1.48 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRET
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : CONCRETE CLASS : K.350 KG/CM2
PROJECT : PENGECORAN JALAN DATE :

QUALITY CONCRETE : K.350 kg/cm2

CEMENT : 360.Kg
W/C : 44%
S/A : 45%
AIR : 2%
ADD /SIKA HAE 110 : 0.5%
SLUMP : 10 + 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 360 : ( 3.14 x 1000 ) : 0.1142

Water : 158.40.00 : 1000 : 0.1584
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.2746
Volume ggrage : 1.0 - 0.2746 : 0.7254
Volume fine Agg : 0.7254 x 2.654 x 0.45 x 1000 : 866.34
volume coarse Agg : 0.7254 x 2.699 x 0.55 x 1000 : 1076.82

VOLUME DESIGN : 1 M3

CEMENT : 360 Kg
WATER : 158.40 Ltr
SAND : 866.34 Kg
GRAVEL : 1076.82Kg
Add/Sika HE 110 : 1.52 Ltr

Robby
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRET
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : CONCRETE CLASS : K.400 KG/CM2
PROJECT : DATE :
CONTRACTOR : REF NO. :

QUALITY CONCRETE : K.400 kg/cm2

CEMENT : 410 Kg
W/C : 42%
S/A : 45%
AIR : 2%
ADD /SIKA HAE 110 : 3%
SLUMP : 10 + 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 410 : ( 3.15 x 1000 ) : 0.1301

Water : 172.2 : 1000 : 0.1722
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.3043
Volume ggrage : 1.0 - 0.3043 : 0.6957
Volume fine Agg : 0.6957x 2.654 x 0.45 x 1000 : 830.87
volume coarse Agg : 0.6957 x 2.699 x 0.55 x 1000 : 1032.73

VOLUME DESIGN : 1 M3

CEMENT : 410 Kg
WATER : 172.20 Ltr
SAND : 830.87 Kg
GRAVEL : 1032.73Kg
Add/Sika HE 110 : 1.042 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRET
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : PROJECT PANCANG CONCRETE CLASS : K.450 KG/CM2
PROJECT : JEMBATAN NIPAH KUNING DATE :

QUALITY CONCRETE : K.450 kg/cm2

CEMENT : 505 Kg
W/C : 30%
S/A : 41%
AIR : 2%
ADDITIVE : 0.80%
SLUMP : 10 + 2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,594
Specific Gravity of Coarse Aggregate : 2,688
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 505 : ( 3.15 x 1000 ) : 0.1603

Water : 151.50 : 1000 : 0.1515
AIR : 2.0 : 1000 : 0.002 +
Volume of Paste : 0.3318
Volume ggrage : 1.0 - 0.3318 : 0.6957
Volume fine Agg : 0.66827x 2.654 x 0.41 x 1000 : 710.65
volume coarse Agg : 0.6682 x 2.688 x 0.55 x 1000 : 1059.71

VOLUME DESIGN : 1 M3

CEMENT : 505 Kg
WATER : 151.50 Ltr Pontianak, 16 Februari 2016
SAND : 710.65 Kg PT. UNIVERSAL KARYA KONSTRUKSI
GRAVEL : 1059.71Kg
Add/Sika HE 110 : 4.04 Ltr

M. Sobar
a/n Laboratory
 PT.UNIVERSAL KARYA KONSTRUKSI
LABORATORIUM BETON
READY MIX, PRECAST AND CONCRET
JOB MIX DESIGN CONCRETE
MIX DESIGN FOR : CONCRETE CLASS : K.500 KG/CM2

QUALITY CONCRETE : K.500 kg/cm2

CEMENT : 520 Kg
W/C : 30%
S/A : 35%
AIR : 3%
ADD /SIKA HE 110 : 0.5%
SLUMP : 10±2 Cm

DATA MATERIAL :

Maximum size of C OARSE Aggregate : 25 mm

Specific Gravity of Cement : 3.15
Specific Gravity of Fine Aggregate : 2,654
Specific Gravity of Coarse Aggregate : 2,699
Specific Gravity of water : 1.0
Specific Gravity of sika HAE 110 : 1.18

CALCULATION VOLUME : 1M3

Cement : 520 : ( 3.15 x 1000 ) : 0.165

Water : 156.00 : 1000 : 0.156
AIR : 3.0 : 1000 : 0.003 +
Volume of Paste : 0.324
Volume ggrage : 1.0 - 0.324 : 0.676
Volume fine Agg : 0.676x 2.654 x 0.35 x 1000 : 627.93
volume coarse Agg : 0.676 x 2.699 x 0.65 x 1000 : 1185.94

VOLUME DESIGN : 1 M3

CEMENT : 520 Kg
WATER : 156.00 Ltr
SAND : 627.93 Kg
GRAVEL : 1185.94Kg
Add/Sika HE 110 : 2.20 Ltr

M. Sobar
a/n Laboratory