Site Mix Design

Reference By

CONCRETE MIX DESIGN DATA

PT DUMAI JAYA BETON JLN SUTAN SYARIF KASIM,DUMAI TELP 0765 - 439540

Project Name : A # Waste gas Mitigation Projest Kind of Construction : Equipment & Structural Foundation Specification : Minimum Specification Strenght 4000 Psi ( 300 Kg / Cm 2 ) at the Age of 28 Day : By 15 x 15 cm Cubus Sample : Slump On site : 10 cm With Tolerance Range Of 2,0 Cm

MATERIAL Cement Sand Gravel Clean Water

: Portland Cement : Bangkinang : Bangkinang : Pottable and not contain more than 0,1 % of chloridge Ions

REFERENCE 1 2 3 4 5 6 7 8

SNI - 03 - 1750-1990 SNI - 15 - 2049 -1994 SK - SNI-S- 04- 1989-F SNI - 03 -2914 - 1992 SNI - 03 -2915 - 1992 American Concrete Institute ( ACI ) - 1995 British Standard Institution ( BSI ) 1973 Development Of the Environment ( Doe ) - 1975

PREPARED BY

CHECKED & REVIEWED BY

APPROVED BY

Reference By

CONCRETE MIX DESIGN DATA 4000 PSI

PT DUMAI JAYA BETON JLN SUTAN SYARIF KASIM, DUMAI TELP 0765 - 439540

DEVIASI OF CONCRETE MIXTURE AMERICAN CONCRETE INSTITUTE ( ACI ) NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

I

DESCRIPTION

Strength Depress Plan Standard Deviasi Margin ( M ) = 1,64 x S Slump Maximum Size Aggregate Volume Water Factor Water Cement Cement Smooth Modulus Waight Set Of Aggregate Agregate 10 - 25 Waight Estimation Of Fresh Concrete Smooth Aggregate Absorbsi Aggregate 10 - 25 Absorbsi Aggregate 5 - 20 II

16 17 18

300 50.00 82.00 10 + 2 25.00 180.00 52.00 350.00 2.70 1,600.00 1,056.00 2,376.00 790.00 4 2.25

Kg / Cm 2 Kg / Cm 2 Kg / Cm 2 Cm mm Ltr /M 3 % Kg Kg / m 3 Kg Kg / m 3 Kg % %

CORRECTION OF MIXTURE PROPORTION

Aggregate 10 - 25 Aggregate 5 - 20 Water III

19 20 21 22

VALUE

42.00 Kg 18.00 Kg 120.00 Ltr

PROPORTION OF FINAL MIXTURE FOR 1 M 3

Cement Waight Aggregate 10 - 25 Waight Aggregate 5 - 20 Water

350.00 700.00 700.00 120.00

Kg ( 7 Zak ) Kg Kg Ltr

IV PROPORTION OF FINAL MIXTURE FOR 1 ZAK ( 50 kg )

23 24 25 26 27

Cement Waight Aggregate 10 - 25 Waight Aggregate 5 - 20 Water Water Of Final Mixture

50 100 100 18.80 17

Kg Kg Kg Kg / Ltr Ltr

V SITE MIX APPLICATION COMPOSITION BY BOX 28 29 30 31 32

Box Water Cement

Aggregate 10 - 25 Aggregate 5 - 20

PREPARED BY RDC QA /QC

Megawanto

20 x 35 x 55 17 50 2x 2x

CHECKED & REVIEWED BY TF

Cm Ltr Kg Bx Bx

APPROVED BY CHEVRON

Reference By

PT DUMAI JAYA BETON

SITE MIX APPLICATION

JLN

SUTAN SYARIF KASIM, DUMAI

COMPOSITION BY BOX 2000 PSI

TELP 0765 - 439540

DEVIASI OF CONCRETE MIXTURE AMERICAN CONCRETE INSTITUTE ( ACI ) DESCRIPTION

NO

1

CEMENT

265,67

KG / M3

2

SAND

829

KG / M3

3

GRAVEL

1087

KG / M3

VOLUME M3

6 Zak

SUMMARY SITE MIX CONCRETE 2000 PSI ( MANUAL MIXS / ACTUAL JOB SITE

1

CEMENT

( 1 Zak )

0.375

0.0620

2

SAND

( 2 BOX )

0.750

0.1256

3

GRAVEL

( 3 BOX )

1.125

0.1875

4

WATER

( 17 LTR )

2.25

TON

PASIR

KERIKIL

40

50 20

18

60 60 33.3 CM

31.3 CM FOR LEAN CONCRETE FC 2000 PSI FOR PETANI WATER FLOOD PROJECT STAGE -2

PREPARED BY RDC QA /QC

CHECKED & REVIEWED BY TF

APPROVED BY CHEVRON

Megawanto

Edward .s

Nugroho

1 M3 /6ZAK SEMEN 2.5

2.3 TON

1 ZAK 2.5

2.3 TON

SEMEN

0.416667 0.383333

0.069444 0.063889

PASIR

0.833333 0.766667

0.138889 0.127778

KERIKIL

1.25 2.5

1.15 2.3 TON

0.208333 0.191667

Reference By

PT DUMAI JAYA BETON

SITE MIX APPLICATION

JLN SUTAN SYARIF KASIM, DUMAI

COMPOSITION BY BOX 3000 PSI

TELP 0765 - 439540

DEVIASI OF CONCRETE MIXTURE AMERICAN CONCRETE INSTITUTE ( ACI ) DESCRIPTION

NO

VOLUME (M3)

₌ 5,58

≈ 6 Zak

0.1188

1

CEMENT

279

KG / M3

2

SAND

931

KG / M3

0.3965

3

GRAVEL

966

KG / M3

0.4114

4

WATER

172

LTR/M3

0.0733

Total

₌ 2348

SUMMARY SITE MIX CONCRETE 3000 PSI / K-225 ( MANUAL MIXS / ACTUAL JOB SITE) VOLUME (M3) 1

CEMENT

( 1 Zak )

0.020

2

SAND

( 2 BOX )

0.066

3

GRAVEL

( 2 BOX )

0.069

4

WATER

0.020

M3 M3 Liter

28,67

0,034 0,035

PASIR 40 cm

KERIKIL 40 cm

20 cm

20

60 cm 60 cm 34 cm

35 cm FOR CONCRETE FC 3000 PSI FOR EPC - DURI GATE IMPROVEMENT 125 KM

PREPARED BY RDC QA /QC

CHECKED & REVIEWED BY TF

APPROVED BY CPI

Roni Putra Edi # 345 Date :

Hendra Agus # 20S228 Date :

Ivan Robby # 22236 Date :

5.58

1 M3 /6ZAK SEMEN 2.5

2.3 TON

1 ZAK 2.5

2.3 TON

SEMEN

0.416667 0.383333

0.069444 0.063889

PASIR

0.833333 0.766667

0.138889 0.127778

KERIKIL

1.25 2.5

1.15

0.208333 0.191667

2.3 TON 28.66667

2.348

pasir

2176

2.176 Ton

2348

2.348 Ton

#VALUE! #VALUE!

agg.kasar###### ###### 0.066/2 0.0345 0.0343 350 0.033

0.022856

Reference By

SITE MIX APPLICATION

PT. MITRA SUKSES WIJAYA BETON PERAWANG

COMPOSITION BY BOX 3000 PSI DEVIASI OF CONCRETE MIXTURE AMERICAN CONCRETE INSTITUTE ( ACI ) DESCRIPTION

NO

VOLUME (M3)

₌6,40

≈ 6,5 Zak

0.1363

1

CEMENT

320

KG / M3

2

SAND

692

KG / M3

0.2947

3

GRAVEL

1176

KG / M3

0.5009

4

WATER

160

LTR/M3

0.0681

Total

₌ 2348

SUMMARY SITE MIX CONCRETE 3000 PSI / K-225 ( MANUAL MIXS / ACTUAL JOB SITE) VOLUME (M3) 1

CEMENT

( 1 Zak )

0.021

2

SAND

( 2 BOX )

0.045

3

GRAVEL

( 3 BOX )

0.077

4

WATER

0.0210

M3 M3

24,615

0.0227 0.0257

Liter

PASIR 30 cm

KERIKIL 30 cm

19 cm

18

50 cm 50 cm 30 cm

35 cm FOR CONCRETE FC 3000 PSI FOR EPC - DURI GATE IMPROVEMENT 125 KM

PREPARED BY RDC QA /QC

CHECKED & REVIEWED BY TF

APPROVED BY CPI

Roni Putra Edi # 345 Date :

Hendra Agus # 20S228 Date :

Ivan Robby # 22236 Date :

6.4

1 M3 /6ZAK SEMEN 2.5

2.3 TON

1 ZAK 2.5

2.3 TON

SEMEN

0.416667 0.383333

0.069444 0.063889

PASIR

0.833333 0.766667

0.138889 0.127778

KERIKIL

1.25 2.5

1.15 2.3 TON

6.4

26.66667

2.348

pasir

2188

2.188 Ton

2348

2.348 Ton

#VALUE! #VALUE!

agg.kasar###### ###### 0.066/2 0.0345 0.0386 350 0.0227

0.208333 0.191667

0.0257

Reference By

PT DUMAI JAYA BETON

SITE MIX APPLICATION

JLN SUTAN SYARIF KASIM, DUMAI

COMPOSITION BY BOX 4000 PSI

TELP 0765 - 439540

DEVIASI OF CONCRETE MIXTURE AMERICAN CONCRETE INSTITUTE ( ACI ) DESCRIPTION

NO

VOLUME (M3)

6.96 ≈ 7 Zak

1

CEMENT

348

KG / M3

2

SAND

881

KG / M3

0.3686

3

GRAVEL

965

KG / M3

0.4038

4

WATER

196

LTR/M3

0.0820

Total

0.1456

₌ 2390

SUMMARY SITE MIX CONCRETE 4000 PSI / K-300 ( MANUAL MIXS / ACTUAL JOB SITE) VOLUME (M3) 1

CEMENT

( 1 Zak )

0.021

2

SAND

( 2 BOX )

0.053

3

GRAVEL

( 2 BOX )

0.058

4

WATER

28.00

0.021

M3 M3 Liter

0.0263 0.0288

PASIR

KERIKIL

35 cm

35 19 cm

19

55 cm 55 cm 30,5 cm

33,5 cm FOR CONCRETE fc' 4000 PSI

FOR EPC - DURI GATE IMPROVEMENT 125 KM PREPARED BY RDP - QA /QC

Paul Agustin #542 Date :

CHECKED & REVIEWED BY TF

APPROVED BY CPI

Hendra Agus # 20S228 Date :

Palkius Simamora #53039 Date :

6.96

1 M3 /6ZAK SEMEN 2.5

2.3 TON

1 ZAK 2.5

2.3 TON

SEMEN

0.416667 0.383333

0.069444 0.063889

PASIR

0.833333 0.766667

0.138889 0.127778

KERIKIL

1.25 2.5

1.15

0.208333 0.191667

2.3 TON 32.66667

2.39

pasir

2194

2.194 Ton

2390

2.39 Ton

#VALUE! #VALUE!

agg.kasar###### ###### 0.066/2 0.0345 0.0288 350 0.0263 260775

0.019227