site mix design

Reference By

CONCRETE MIX DESIGN DATA

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

REFERENCE

1 SNI - 03 - 1750-19902 SNI - 15 - 2049 -19943 SK - SNI-S- 04- 1989-F4 SNI - 03 -2914 - 19925 SNI - 03 -2915 - 19926 American Concrete Institute ( ACI ) - 19957 British Standard Institution ( BSI ) 19738 Development Of the Environment ( Doe ) - 1975

PREPARED BY CHECKED & REVIEWED BY APPROVED BY

PT DUMAI JAYA BETON JLN SUTAN SYARIF KASIM,DUMAI

Reference By

CONCRETE MIX DESIGN DATA

4000 PSI TELP 0765 - 439540

DEVIASI OF CONCRETE MIXTURE

AMERICAN CONCRETE INSTITUTE ( ACI )

NO I DESCRIPTION VALUE

1 Strength Depress Plan 3002 Standard Deviasi 50.00 3 Margin ( M ) = 1,64 x S 82.00 4 Slump 10 + 2 Cm5 Maximum Size Aggregate 25.00 mm6 Volume Water 180.00 7 Factor Water Cement 52.00 %8 Cement 350.00 Kg 9 Smooth Modulus 2.70

10 Waight Set Of Aggregate 1,600.00 11 Agregate 10 - 25 1,056.00 Kg12 Waight Estimation Of Fresh Concrete 2,376.00 13 Smooth Aggregate 790.00 Kg14 Absorbsi Aggregate 10 - 25 4 %15 Absorbsi Aggregate 5 - 20 2.25 %

II CORRECTION OF MIXTURE PROPORTION

16 Aggregate 10 - 25 42.00 Kg17 Aggregate 5 - 20 18.00 Kg18 Water 120.00 Ltr

19 Cement 350.00 Kg ( 7 Zak )20 Waight Aggregate 10 - 25 700.00 Kg21 Waight Aggregate 5 - 20 700.00 Kg22 Water 120.00 Ltr

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

23 Cement 50 Kg 24 Waight Aggregate 10 - 25 100 Kg25 Waight Aggregate 5 - 20 100 Kg26 Water 18.80 Kg / Ltr27 Water Of Final Mixture 17 Ltr

V SITE MIX APPLICATION COMPOSITION BY BOX

28 Box 20 x 35 x 55 Cm

29 Water 17 Ltr

30 Cement 50 Kg

31 Aggregate 10 - 25 2 x Bx

32 Aggregate 5 - 20 2 x Bx

PREPARED BY RDC QA /QC CHECKED & REVIEWED BY TF APPROVED BY CHEVRON

PT DUMAI JAYA BETON JLN SUTAN SYARIF KASIM, DUMAI

Kg / Cm 2

Kg / Cm 2

Kg / Cm 2

Ltr /M 3

Kg / m 3

Kg / m 3

III PROPORTION OF FINAL MIXTURE FOR 1 M3

Megawanto

Reference By

SITE MIX APPLICATION

COMPOSITION BY BOX 2000 PSI TELP 0765 - 439540



NO DESCRIPTION VOLUME M3

1 CEMENT 265,67 KG / M3 6 Zak

2 SAND 829 KG / M3

3 GRAVEL 1087 KG / M3

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 1 ZAK

2.5 2.3 TON 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 1.15 0.208333 0.191667

2.5 2.3 TON

Reference By





NO DESCRIPTION VOLUME (M3)

1 CEMENT 279 KG / M3 ₌ 5,58 ≈ 6 Zak 0.1188

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 0.020

2 SAND ( 2 BOX ) 0.066 M3 0,034

3 GRAVEL ( 2 BOX ) 0.069 M3 0,035

4 WATER 28,67 Liter

PASIR KERIKIL

40 cm 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 Hendra Agus # 20S228 Ivan Robby # 22236Date : Date : Date :


5.58


2.5 2.3 TON 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 1.15 0.208333 0.191667

2.5 2.3 TON

28.66667

2.348

2176 2.176 Ton

2348 2.348 Ton

pasir ### ###

agg.kasa ### ###

0.066/2

0.0345 0.022856

0.03428

350

0.03304

Reference By


COMPOSITION BY BOX 3000 PSI




1 CEMENT 320 KG / M3 ₌6,40 ≈ 6,5 Zak 0.1363

2 SAND 692 KG / M3 0.2947

3 GRAVEL 1176 KG / M3 0.5009

4 WATER 160 LTR/M3 0.0681

Total ₌ 2348


VOLUME (M3)

1 CEMENT ( 1 Zak ) 0.021 0.0210

2 SAND ( 2 BOX ) 0.045 M3 0.0227

3 GRAVEL ( 3 BOX ) 0.077 M3 0.0257

4 WATER 24,615 Liter

PASIR KERIKIL

30 cm 30 cm

19 cm 18

50 cm

50 cm

30 cm 35 cm

FOR CONCRETE FC 3000 PSI


PREPARED BY RDC QA /QC CHECKED & REVIEWED BY TF APPROVED BY CPI

PT. MITRA SUKSES WIJAYA BETON PERAWANG

Roni Putra Edi # 345 Hendra Agus # 20S228 Ivan Robby # 22236Date : Date : Date :

6.4


2.5 2.3 TON 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 1.15 0.208333 0.191667

2.5 2.3 TON

6.4 26.66667

2.348

2188 2.188 Ton

2348 2.348 Ton

pasir ### ###

agg.kasa ### ###

0.066/2

0.0345 0.0257

0.03855

350

0.02265

Reference By






1 CEMENT 348 KG / M3 6.96 ≈ 7 Zak 0.1456

2 SAND 881 KG / M3 0.3686

3 GRAVEL 965 KG / M3 0.4038

4 WATER 196 LTR/M3 0.0820

Total ₌ 2390


VOLUME (M3)

1 CEMENT ( 1 Zak ) 0.021 0.021

2 SAND ( 2 BOX ) 0.053 M3 0.0263

3 GRAVEL ( 2 BOX ) 0.058 M3 0.0288

4 WATER 28.00 Liter

PASIR KERIKIL

35 cm 35

19 cm 19

55 cm

55 cm

30,5 cm 33,5 cm

FOR CONCRETE fc' 4000 PSI


PREPARED BY RDP - QA /QC CHECKED & REVIEWED BY TF APPROVED BY CPI

Paul Agustin #542 Hendra Agus # 20S228 Palkius Simamora #53039Date : Date : Date :


6.96


2.5 2.3 TON 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 1.15 0.208333 0.191667

2.5 2.3 TON

32.66667

2.39

2194 2.194 Ton

2390 2.39 Ton

pasir ### ###

agg.kasa ### ###

0.066/2

0.0345 0.019227

0.02884

350

0.02633

260775

site mix design

Documents

rdc qa qc

m3 m3 liter

site mix applicationcomposition

sand gravel water

final mixture

dumai telp 0765

checked

description volume